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Agenda 07/11/2017 Item #16A15
07/11/2017 EXECUTIVE SUMMARY Recommendation to accept the Triangle Boulevard Traffic Study Technical Memorandum, and instruct staff to identify funding strategies for Board of County Commissioners (Board) consideration. _____________________________________________________________________________________ OBJECTIVE: To complete operational improvements necessary for Triangle Boulevard and Price Street and identify a funding mechanism to complete the improvements. CONSIDERATION: Triangle Boulevard is situated within the Lely Resort Planned Unit Development between County Road 951 and US 41. This two-lane divided collector roadway connects two major arterial roadways, serves a large commercial area and provides an alternative route to the residential section of Lely Resort. As the commercial area continues to be constructed, the high peak period traffic volumes are increasing and the area is becoming congested. The Capital Project Planning, Impact Fees & Program Management Division initiated a study to evaluate the magnitude and specific nature of the traffic problems occurring within the corridor, including vehicular queuing. The study area also included Price Street, which is situated directly south of Triangle Blvd, across US 41 to Waterford Street. This study is similar to past planning efforts to improve Naples Boulevard, however, unlike the Naples Boulevard corridor, which was under the ownership of a single party; there are multiple property owners that are contributing to the operational deficiencies of Triangle Boulevard & Price Street. The improvements recommended are site-specific and are usually constructed by the developer. Due to the fact that this area was developed by multiple owners/developers with unknown end-users and done over a period of 25 years, there was no mechanism to design holistic improvements and require these improvements at the time of each development order. There are two funding options: 1) The County can fund these improvements using Gas Tax and Ad valorem, as impact fees cannot be used, or 2) The County can create an area-wide MSTU/BU that completes the construction, maintains the improvements, enhances the area and completes additional improvements as needed. The Study collected existing peak season and time of day data, reviewed existing and future land uses within the corridor to ensure that developments that will directly impact the corridor were taken into consideration, developed forecast traffic volumes, and developed multiple alternatives which were tested based on the traffic projections. The preferred alternatives were provided to the Florida Department of Transportation for consideration as well as the commercial property owners within the affected area. To date, no formal comments requesting consideration of modifications have been received. The study also identified preliminary cost estimates, which will be refined further as the design progresses. Initial cost estimates are noted below: Phase Preliminary Cost Estimate Planning Study $64,000 Design $675,000 Right-of-way Small amount may be required and will be determined during final design process. Construction $4,500,000 CEI $450,000 TOTAL $5,689,000 (sans ROW) The issues are operational in nature and are not eligible to be funded with impact fees. A s discussed earlier, this situation is similar to Naples Boulevard in the fact that operational improvements are necessary to a collector roadway compelled by the commercial activity along the corridor. However, 07/11/2017 prior to the previous Naples Boulevard study and subsequent improvements, Pine Air Lakes Development of Regional Impact was seeking an amendment to the development order and was under single ownership, in the case of the Triangle Boulevard study area, there are multiple property owners with a significant amount of existing development that are contributing to the operational deficiencies. Staff is currently exploring multiple funding strategies. Growth Management Department staff will begin in-house design of the improvements to be able to expedite actual construction, once a funding source is identified, as well as continue public engagement. In addition, right-of-way needs and cost estimates will be refined which will be considered during future funding discussions. FISCAL IMPACT: Funds for the planning study have been partially expended and the remainder has been encumbered for completion of the study as part of the Transportation Capital Fund (310) Planning project 60109. In-house staff will be utilized for the preparation of the design phase of this project, including survey services where possible. Utilization of third-parties for this work will be kept as limited as possible to reduce funding needs. Right-of-way, construction and construction engineering and inspection costs will be further defined during the design phase, and will be the subject of a future agenda item related to construction funding strategies. LEGAL CONSIDERATIONS: This item has been reviewed by the County Attorney, is approved as to form and legality, and requires majority vote for approval. -JAK GROWTH MANAGEMENT IMPACT: There is no Growth Management impact associated with this action. RECOMMENDATION: To accept the Triangle Boulevard Traffic Study Technical Memorandum and direct the County Manager or his desgnee to evaluate funding strategies for operational improvements to Triangle Boulevard and Price Street for future Board consideration. Prepared by: Trinity Scott, Transportation Planning Manager, Capital Project Planning, Impact Fees & program Management Division ATTACHMENT(S) 1. [Linked] Triangle Bouelvard Traffc Study Technical Memorandum (PDF) 07/11/2017 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.15 Doc ID: 3396 Item Summary: Recommendation to accept the Triangle Boulevard Traffic Study Technical Memorandum, and instruct staff to identify funding strategies for Board of County Commissioners (Board) consideration. Meeting Date: 07/11/2017 Prepared by: Title: Manager - Planning – Capital Project Planning, Impact Fees, and Program Management Name: Trinity Scott 06/19/2017 12:03 PM Submitted by: Title: Division Director - IF, CPP & PM – Capital Project Planning, Impact Fees, and Program Management Name: Amy Patterson 06/19/2017 12:03 PM Approved By: Review: County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 06/19/2017 4:14 PM Growth Management Department James French Additional Reviewer Completed 06/19/2017 6:01 PM Capital Project Planning, Impact Fees, and Program Management Amy Patterson Additional Reviewer Completed 06/20/2017 4:27 PM Growth Management Department Judy Puig Additional Reviewer Completed 06/21/2017 2:43 PM Growth Management Department Gene Shue Additional Reviewer Completed 06/21/2017 7:27 PM Growth Management Operations Support Allison Kearns Additional Reviewer Completed 06/22/2017 2:25 PM Capital Project Planning, Impact Fees, and Program Management Tara Castillo Additional Reviewer Completed 06/22/2017 2:32 PM Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 06/22/2017 2:40 PM Office of Management and Budget Susan Usher Additional Reviewer Completed 06/29/2017 1:35 PM County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 07/02/2017 12:04 PM Board of County Commissioners MaryJo Brock Meeting Pending 07/11/2017 9:00 AM DRAFT Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 Collier County, Florida Contract # 13-6164 Prepared for: Collier County Growth Management Department April 2017 Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 i Contract # 13-6164 TABLE OF CONTENTS INTRODUCTION/PURPOSE OF STUDY ................................................................................ 1-1 EXISTING ROADWAY AND INTERSECTION CHARACTERISTICS ........................................... 2-1 EXISTING PEAK HOUR TRAFFIC VOLUMES AND INTERSECTION OPERATIONS .................. 3-1 FUTURE YEAR PEAK HOUR TRAFFIC VOLUMES .................................................................. 4-1 FUTURE YEAR (2020) PEAK HOUR INTERSECTION OPERATIONS ....................................... 5-1 RECOMMENDED IMPROVEMENT CONCEPT ...................................................................... 6-1 LIST OF TABLES Table 2-1: Existing Access Points ............................................................................................................... 2-2 Table 3-1: 2016 Peak Hour Intersection Operations ................................................................................. 3-3 Table 4-1: Trip Generation for Future Developments ............................................................................... 4-4 Table 5-1: US 41/Triangle Boulevard Intersection – 2020 Peak Hour Operations with Development Traffic ............................................................................. 5-2 Table 5-2: US 41/Triangle Boulevard Intersection – 2020 Peak Hour Operations with Development Traffic and No Full Median Opening at Eagle Creek Plaza .......................................... 5-4 Table 5-3: Price Street/Waterford Drive Intersection - 2020 Peak Hour Operations with Development Traffic and No Full Median Opening at Eagle Creek Plaza .......................................... 5-5 Table 5-4: Triangle Boulevard/Celeste Drive Intersection - 2020 Peak Hour Operations with Development Traffic .......................................................................................................................... 5-5 Table 5-5: Triangle Boulevard/Commercial Road No. 1/Triangle Plaza Driveways - 2020 Peak Hour Operations with Development Traffic ............................................................................. 5-8 Table 5-6: Triangle Boulevard/Commercial Road No. 2 and Triangle Boulevard/Lely Island Circle - 2020 Peak Hour Operations with Development Traffic ............................................................................. 5-8 TABLE OF CONTENTS Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 ii Contract # 13-6164 LIST OF FIGURES Figure 2-1: Project Location Map ............................................................................................................... 2-1 Figure 2-2: Existing Intersection Geometry ............................................................................................... 2-3 Figure 3-1: Existing (2016) Peak Hour Volumes ......................................................................................... 3-2 Figure 4-1: Proposed Commercial Developments ..................................................................................... 4-2 Figure 4-2: Planned Future Development Total Peak Hour Volumes ........................................................ 4-5 Figure 4-3: 2020 Background Traffic Peak Hour Volumes ......................................................................... 4-6 Figure 4-4: 2020 Total Peak Hour Volumes ............................................................................................... 4-7 LIST OF APPENDICES Appendix A – Peak Hour Turning Movement Count Data Appendix B – Existing Conditions HCS Analysis Summary Sheets Appendix C – Trip Generation Calculations Appendix D – Project Traffic Trip Distributions Appendix E – Historic Growth Trend Analysis Appendix F – Year 2020 HCS Analysis Summary Sheets Appendix G – Recommended Improvement Concept and Auto Turn Output Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 1-1 Contract # 13-6164 INTRODUCTION/PURPOSE OF STUDY The purpose of this study is to evaluate the existing and future year traffic operations on Triangle Boulevard in Collier County, Florida. This study evaluates the cumulative traffic impacts of multiple proposed commercial developments located within the study corridor and identifies the geometric improvements needed to provide acceptable operations throughout the study corridor. Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 2-1 Contract # 13-6164 EXISTING ROADWAY AND INTERSECTION CHARACTERISTICS Triangle Boulevard is a two-lane divided collector roadway that extends from US 41 to CR 951, a distance of approximately 0.52 miles. The Triangle Boulevard/US 41 intersection is located approximately 0.29 miles northwest of the US 41/CR 951 signalized intersection; while the Triangle Boulevard/CR 951 unsignalized intersection is located approximately 0.28 miles northeast of the US 41/CR 951 intersection. Triangle Boulevard provides access to multiple commercial land uses and there are four additional unsignalized intersections/median openings on this roadway. Two full median openings provide access to commercial land uses only, while a third intersection (Celeste Drive) provides access to commercial land uses south of Triangle Boulevard and residential land uses (Lely Resort) north of Triangle Boulevard. The southern terminus of Celeste Drive is located at US 41. The fourth intersection (Lely Island Circle) also provides access to the Lely Resort north of Triangle Boulevard. There is also a right-in/right-out driveway located on the east side of Triangle Boulevard just north of US 41 providing access to a McDonalds fast food restaurant. The Project Location Map is illustrated in Figure 2-1. It should be noted that the Triangle Boulevard/CR 951 intersection is not included in this traffic study. Figure 2-1: Project Location Map SECTION 2.0 EXISTING ROADWAY AND INTERSECTION CHARACTERISTICS Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 2-2 Contract # 13-6164 In general, US 41 is a north/south roadway; however, in the vicinity of CR 951 this roadway has a southeast/northwest orientation. Similarly, CR 951 is also a north/south roadway; however, the portion located between US 41 and Triangle Boulevard has a southwest/northeast orientation. For the purposes of this study, US 41 will be referred to as an east/west roadway. In addition, the portion of Triangle Boulevard between US 41 and Commercial Road No. 2 will be referred to as a north/south roadway, while the portion between Commercial Road No. 2 and CR 951 will be referred to as an east-west roadway. This traffic study also includes the portion of Price Street from Waterford Drive to US 41, a distance of approximately 0.10 miles. In general, Price Street is a two-lane undivided local roadway that has an east/west orientation. However, the portion from Waterford Drive to US 41 transitions from a two-lane undivided roadway to a two-lane divided roadway and has a southwest/northeast orientation. There are also two commercial driveways located on Price Street between Waterford Drive and US 41. One provides access to multiple commercial land uses on the east side of Price Street (including the Shops at Eagle Creek), while the other provides access to a single commercial land use on the west side of Price Street (Fifth Third Bank). Table 2-1: Existing Access Points Table 2-1 summarizes the existing access conditions along Triangle Boulevard and Price Street from Waterford Drive to Celeste Drive. There are seven full median openings and two driveways within this approximately 0.62-mile study corridor. The distances between adjacent access points range from 80 feet to 675 feet. Figure 2-2 summarizes the existing geometry within the study corridor. Exclusive left-turn Price Street/Waterford Drive T-Intersection (FMO) 165 Price Street/Firth Third Bank Driveway Full Access 80 Price Street/Shops at Eagle Creek Entrance/Exit T-Intersection (FMO) 265 US 41/Triangle Boulevard*4-Legged Intersection (FMO) 200 Triangle Boulevard/McDonalds Driveway Right-In/Right-Out Only 185 Triangle Boulevard/Commercial Road No. 1 4-Legged Intersection (FMO) 655 Triangle Boulevard/Commercial Road No. 2 T-Intersection (FMO) 485 Triangle Boulevard/Lely Island Circle T-Intersection (FMO) 675 Triangle Boulevard/Celeste Drive 4-Legged Intersection (FMO) Table 2-1: Existing Access Points * Signalized intersection FMO - Full Median Opening Intersection/Access Point Type of Access Approx. Distance Between Access Points (feet) SECTION 2.0 EXISTING ROADWAY AND INTERSECTION CHARACTERISTICS Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 2-3 Contract # 13-6164 Figure 2-2: Existing Intersection Geometry SECTION 2.0 EXISTING ROADWAY AND INTERSECTION CHARACTERISTICS Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 2-4 Contract # 13-6164 lanes are provided on Triangle Boulevard and Price Street at all seven full median openings. Single left- turn lanes are also provided on the eastbound and westbound approaches at the US 41/Triangle Boulevard intersection. Exclusive right-turn lanes are provided on southbound Triangle Boulevard at Commercial Road No. 1, northbound Price Street at US 41 and southbound Celeste Drive at Triangle Boulevard. Although there are no pavement markings on the northbound Celeste Drive approach, the pavement is approximately 24 feet wide. Consequently, this intersection approach operates as a shared left-turn/through lane and an exclusive right-turn lane. This is the same as the southbound Celeste Drive approach; however, the southbound lanes are marked. The eastbound approach (exit roadway) at Commercial Road No. 1 and the westbound approach (exit roadway) at Commercial Road No. 2 are approximately 20 feet and 20.5 feet wide, respectively. Although these two approaches also do not have any pavement markings, they are both wide enough to allow right-turn movements to occur separately from the left-turn movements. Figure 2-2 also provides the lengths of the full width turn lanes. The US 41/Triangle Boulevard intersection is the only signalized intersection within the study corridor. All of the other cross streets and commercial roadway/driveway exits on Triangle Boulevard and Price Street are stop sign controlled. Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 3-1 Contract # 13-6164 EXISTING PEAK HOUR TRAFFIC VOLUMES AND INTERSECTION OPERATIONS Peak hour turning movement counts were conducted at all of the intersections and median openings on Triangle Boulevard and Price Street within the study corridor. These counts were conducted from 11:30 a.m. to 1:30 p.m. and from 4:00 p.m. to 6:00 p.m. on February 17, 2016. Given the nature of the existing land uses in the study corridor (i.e., restaurants, banks, Publix grocery store), as well as a majority of the proposed land uses, the traffic volumes on Triangle Boulevard between 11:30 a.m. and 1:30 p.m. were expected to be higher than the volumes between 7:00 a.m. and 9:00 a.m. (the typical a.m. peak hour). The traffic count data was subsequently reviewed and it was determined that the periods from 11:30 a.m. to 12:30 p.m. and from 4:00 p.m. to 5:00 p.m. best represented the noon and p.m. peak hours for the study corridor. The 2016 noon and p.m. peak hour volumes are graphically illustrated on Figure 3-1. The peak hour turning movement count data is provided in Appendix A. Video cameras were installed prior to conducting the turning movement counts and these cameras recorded the vehicle queueing conditions at each location that was counted. No vehicle queueing problems were observed at the following four intersections: Triangle Boulevard/Commercial Road No. 2 Triangle Boulevard/Lely Island Circle Triangle Boulevard/Celeste Drive Price Street/Waterford Drive Vehicle queues on the southbound Triangle Boulevard approach at the US 41 intersection often extended back to and beyond Commercial Road No. 1 blocking the existing Chase Bank driveway. This occurred between 11:30 a.m. and 12:47 p.m., as well as between 4:11 p.m. and 4:54 p.m. The maximum southbound approach queue was recorded at 4:50 p.m. Between 11:30 a.m. and 12:00 p.m. the northbound Price Street left-turn lane queue at the US 41 intersection extended back to the Shops at Eagle Creek driveway just as the signal turned green for the northbound and southbound left-turn movements. This same queueing condition was observed five separate times between 4:30 p.m. and 6:00 p.m. On two separate occasions (at 1:24 p.m. and 5:46 p.m.), the northbound Price Street left-turn queue extended one vehicle past this driveway causing the exiting vehicles to queue. Peak hour traffic analyses were conducted for the US 41/Triangle Boulevard signalized intersection and five unsignalized intersections using the 2010 Highway Capacity Manual software (HCS). The existing conditions HCS analysis summary sheets are provided in Appendix B. The existing (2016) peak hour intersection operations are summarized in Table 3-1. This table includes the volume-to-capacity (v/c) ratios, average vehicle delays (in seconds per vehicle) and levels of service for the individual movements. SECTION 3.0 EXISTING PEAK HOUR TRAFFIC VOLUMES Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 3-2 Contract # 13-6164 Figure 3-1: Existing (2016) Peak Hour Volumes SECTION 3.0 EXISTING PEAK HOUR TRAFFIC VOLUMES Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 3-3 Contract # 13-6164 Table 3-1: 2016 Peak Hour Intersection Operations V/C Ratio Delay LOS V/C Ratio Delay LOS V/C Ratio Delay LOS V/C Ratio Delay LOS V/C Ratio Delay LOS V/C Ratio Delay LOS Left-Turn 0.79 72.8 E 0.87 78.3 E Left-Turn 0.10 16.7 C 0.09 17.7 C Left-Turn N/A N/A N/A N/A N/A N/A Through 0.55 33.0 C 0.55 28.9 C Through 0.10 16.7 C 0.09 17.7 C Through N/A N/A N/A N/A N/A N/A Right-Turn 0.13 18.8 B 0.11 15.1 B Right-Turn 0.06 9.6 A 0.06 9.4 A Right-Turn N/A N/A N/A N/A N/A N/A Left-Turn 0.42 64.8 E 0.34 58.3 E Left-Turn 0.88 55.6 F 0.92 66.2 F Left-Turn 0.12 11.6 B 0.14 12.2 B Through 0.67 42.6 D 0.66 36.6 D Through 0.88 55.6 F 0.92 66.2 F Through N/A N/A N/A N/A N/A N/A Right-Turn 0.08 18.8 B 0.05 14.6 B Right-Turn 0.88 55.6 F 0.92 66.2 F Right-Turn 0.07 9.3 A 0.10 9.6 A Left-Turn 0.75 58.0 E 0.77 61.4 E Left-Turn 0.08 7.9 A 0.11 8.0 A Left-Turn N/A N/A N/A N/A N/A N/A Through 0.44 56.9 E 0.58 62.3 E Through N/A 0.0 A N/A 0.0 A Through N/A 0.0 A N/A 0.0 A Right-Turn 0.16 43.3 D 0.14 44.6 D Right-Turn N/A 0.0 A N/A 0.0 A Right-Turn N/A 0.0 A N/A 0.0 A Left-Turn 0.49 38.3 D 0.52 40.9 D Left-Turn 0.04 8.2 A 0.03 8.2 A Left-Turn 0.03 7.6 A 0.05 7.8 A Through 0.70 57.7 E 0.86 77.7 E Through N/A 0.0 A N/A 0.0 A Through N/A 0.0 A N/A 0.0 A Right-Turn 0.70 57.7 E 0.86 77.7 E Right-Turn N/A 0.0 A N/A 0.0 A Right-Turn N/A 0.0 A N/A 0.0 A N/A 43.1 D N/A 41.7 D N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A V/C Ratio Delay LOS V/C Ratio Delay LOS V/C Ratio Delay LOS V/C Ratio Delay LOS V/C Ratio Delay LOS V/C Ratio Delay LOS Left-Turn 0.06 7.6 A 0.06 7.7 A Left-Turn 0.05 7.6 A 0.07 7.6 A Left-Turn N/A N/A N/A N/A N/A N/A Through N/A 0.0 A N/A 0.0 A Through N/A 0.0 A N/A 0.0 A Through N/A N/A N/A N/A N/A N/A Right-Turn N/A N/A N/A N/A N/A N/A Right-Turn N/A 0.0 A N/A 0.0 A Right-Turn N/A N/A N/A N/A N/A N/A Left-Turn N/A N/A N/A N/A N/A N/A Left-Turn 0.10 7.6 A 0.09 7.6 A Left-Turn 0.10 9.4 A 0.11 9.8 A Through N/A 0.0 A N/A 0.0 A Through N/A 0.0 A N/A 0.0 A Through N/A N/A N/A N/A N/A N/A Right-Turn N/A 0.0 A N/A 0.0 A Right-Turn N/A 0.0 A N/A 0.0 A Right-Turn 0.10 9.4 A 0.11 9.8 A Left-Turn N/A N/A N/A N/A N/A N/A Left-Turn 0.23 17.1 C 0.27 18.0 C Left-Turn N/A N/A N/A N/A N/A N/A Through N/A N/A N/A N/A N/A N/A Through 0.23 17.1 C 0.27 18.0 C Through N/A 0.0 A N/A 0.0 A Right-Turn N/A N/A N/A N/A N/A N/A Right-Turn 0.10 8.9 A 0.10 9.0 A Right-Turn N/A 0.0 A N/A 0.0 A Left-Turn 0.14 9.8 A 0.15 9.9 A Left-Turn 0.22 17.4 C 0.21 18.4 C Left-Turn 0.03 7.6 A 0.03 7.6 A Through N/A N/A N/A N/A N/A N/A Through 0.22 17.4 C 0.21 18.4 C Through N/A 0.0 A N/A 0.0 A Right-Turn 0.14 9.8 A 0.15 9.9 A Right-Turn 0.05 9.1 A 0.05 9.0 A Right-Turn N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A US 41/Triangle Boulevard Triangle Boulevard/Commercial Road No. 1 (Full Median Opening) Overall Intersection Overall Intersection Table 3-1: 2016 Peak Hour Intersection Operations NB SB Triangle Boulevard/Commercial Road No. 2 (Full Median Opening) Approach Movement Noon Peak Hour PM Peak Hour EB WB NBNB SB SB WB Approach Movement Noon Peak Hour PM Peak Hour EB WB Approach Movement Noon Peak Hour PM Peak Hour EB Triangle Boulevard/Lely Island Circle Triangle Boulevard/Celeste Drive Price Street/Waterford Drive Approach Movement Noon Peak Hour PM Peak Hour Approach Movement Noon Peak Hour PM Peak Hour Approach Movement Noon Peak Hour PM Peak Hour Overall Intersection Overall Intersection Overall Intersection Overall Intersection NB NB NB SB SB SB EB EB EB WB WB WB SECTION 3.0 EXISTING PEAK HOUR TRAFFIC VOLUMES Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 3-4 Contract # 13-6164 Based on the HCS analysis results, six movements are currently operating at Level of Service E during both the noon and p.m. peak hours at the US 41/Triangle Boulevard intersection and these are as follows: Eastbound left-turn movement Westbound left-turn movement Northbound left-turn and through movements Southbound through and right-turn movements The HCS queue storage ratios for the northbound and southbound left-turn movements are greater than 1.00 for both the noon and p.m. peak hours. This indicates that the average vehicle queues for these movements exceed the existing left-turn lane storage lengths. When this occurs, vehicles encroach into adjacent travel lanes and block the access to these lanes, thus increasing the delay for other movements. The HCS queue storage ratios for the northbound and southbound left-turn movements are consistent with the peak hour queueing conditions that were observed at this intersection. The HCS analysis results also indicate that almost all of the individual movements at the unsignalized intersections are operating at Level of Service C or better. The average vehicle delay for the westbound left-turn, through and right-turn movements at Commercial Road No. 1 is estimated to be approximately 56 seconds per vehicle which is representative of Level of Service F conditions for an unsignalized intersection. Although the HCS analysis results indicate that the eastbound left-turn, through and right- turn movements at this same location are operating at Level of Service C or better, as stated earlier in this section, the queue on the southbound Triangle Boulevard approach at the US 41 intersection was observed to extend back to (and sometimes past) the median opening – therefore, resulting in additional delay for the eastbound movements that cannot be accounted for in the HCS analysis. Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 4-1 Contract # 13-6164 FUTURE YEAR PEAK HOUR TRAFFIC VOLUMES Future year peak hour traffic volumes were estimated for five proposed developments located adjacent to the study corridor. These proposed developments include the following: Triangle Plaza Tract A -located north and west of Commercial Road No. 1 on Triangle Boulevard Celeste Drive Tract 2R (also known as Celeste South at Lely Resort) - located in the northwest quadrant of the Triangle Boulevard/Celeste Drive intersection Celeste Drive Tract 1R (also known as Beaumaris at Lely Resort) – located in the northeast quadrant of the Triangle Boulevard/Celeste Drive intersection Lely Freedom Square – located in the rectangular area bounded by US 41, Celeste Drive, Triangle Boulevard and CR 951 Wawa – located in the southwest quadrant of the US 41/Triangle Boulevard intersection The locations of the proposed developments are illustrated on Figure 4-1. In addition to these five proposed developments, there is an empty commercial building bordered by Triangle Boulevard (on the west and north), Celeste Drive (on the east) and Commercial Road No. 2 (on the south). This was previously the site of K-Mart. At the direction of Collier County, future year peak hour traffic volumes were also estimated for a comparable “replacement” land use based on the size of the existing building. SECTION 4.0 FUTURE YEAR PEAK HOUR TRAFFIC VOLUMES Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 4-2 Contract # 13-6164 Figure 4-1: Proposed Commercial Developments SECTION 4.0 FUTURE YEAR PEAK HOUR TRAFFIC VOLUMES Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 4-3 Contract # 13-6164 The specific types and sizes of these developments are provided in Table 4-1. The peak hour volumes were estimated using the methodologies contained within the Institute of Transportation Engineers (ITE) Trip Generation Manual (9th Edition). The inbound and outbound peak hour volumes estimated for each of the proposed land uses are also provided in Table 4-1. During the noon peak hour, the total net external inbound and outbound volumes are estimated to be 1,142 vehicles and 987 vehicles, respectively. In the p.m. peak hour, the total net external inbound and outbound volumes are estimated to be 959 vehicles and 1,059 vehicles, respectively. The trip generation calculations are provided in Appendix C. The peak hour volumes estimated for each of the future developments were manually assigned/distributed to the adjacent roadways. The trip distributions documented in the Traffic Impact Statements or Traffic Impact Analysis Reports previously prepared for the individual developments were reviewed for reasonableness prior to their use. Some minor adjustments/modifications were made to some of the individual development trip distributions. In several cases, the trip distributions included in the prior traffic impact documents did not extend throughout the entire study corridor and therefore, additional modifications were necessary. Since a Traffic Impact Statement or Traffic Impact Analysis Report has not yet been prepared for the site of the abandoned K-Mart building, the peak hour volumes estimated for the potential future retail business were distributed using professional judgement. The cumulative distribution of the noon and p.m. peak hour development volumes is illustrated in Figure 4-2. The project traffic volume distributions associated with each of the six individual developments are provided in Appendix D. Future year background traffic volumes were estimated for this study by applying a 1.0 % per year growth rate to the existing peak hour volumes. The 1.0% yearly growth rate was estimated based on a growth trend analysis conducted using the FDOT’s Traffic Trends software and the historic daily traffic volumes on US 41 northwest of CR 951 (FDOT Count Station No. 030014). The trends analysis print-out is provided in Appendix E. It should be noted that the 2014 daily volume listed in the FDOT’s Historical AADT Report was not used in the growth trend analysis because this volume was an estimated volume (not an actual volume). A future analysis year of 2020 was used for this study, therefore, the 2016 peak hour volumes were multiplied by 1.04 and used as the estimated background traffic volumes. The 2020 noon and p.m. peak hour background traffic volumes are graphically illustrated on Figure 4-3. The 2020 peak hour development volumes and background traffic volumes were subsequently added together to obtain the 2020 total peak hour volumes for the study corridor. The 2020 total peak hour volumes are graphically illustrated on Figure 4-4. SECTION 4.0 FUTURE YEAR PEAK HOUR TRAFFIC VOLUMES Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 4-4 Contract # 13-6164 Table 4-1: Trip Generation for Future Developments Inbound Outbound Inbound Outbound Inbound Outbound Inbound Outbound 1,401 1,230 1,143 1,243 1,142 987 959 1,059 243 224 254 253 65 66 83 83 123 95 106 116 473 411 297 250 12 12 15 73 17 17 16 78 316 *To be located at the site of the former K-Mart Free Standing Discount Store 127,146 347 320 317 Total Peak Hour Volume For All Future Developments Unspecified Future Retail Business *815 Wawa Noon Peak Hour Total Volume 820 Shopping Center 61,000 229 Future Development Triangle Plaza at Lely Resort 715 Single Tennant Office Building 8,768 12 12 182 945 Land Use Size (Sq. Ft.)Land Use Type Land Use Code Service Station With Convenience Market 16 Fueling Positions 84 85 715 Single Tennant Office Building 18 84 109 73 172 79 76 235 Table 4-1: Trip Generation for Future Developments Celeste South at Lely Resort Beaumaris at Lely Resort Lely Freedom Square 206 224 15 73 78 Noon Peak Hour External Volume PM Peak Hour External Volume 209 162 188 206 PM Peak Hour Total Volume 14,100 17 17 16 Specialty Retail High Turnover Restaurant Fast Food Restaurant Without Drive-Through 16 14 933 934 4,385 18,492 5,933 9,309 14 156 172 235 826 932 Fast Food Restaurant With Drive-Through 158 146 27,500 135 107 121 131820Shopping Center 108 108 SECTION 4.0 FUTURE YEAR PEAK HOUR TRAFFIC VOLUMES Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 4-5 Contract # 13-6164 Figure 4-2: Planned Future Development Total Peak Hour Volumes SECTION 4.0 FUTURE YEAR PEAK HOUR TRAFFIC VOLUMES Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 4-6 Contract # 13-6164 Figure 4-3: 2020 Background Traffic Peak Hour Volumes SECTION 4.0 FUTURE YEAR PEAK HOUR TRAFFIC VOLUMES Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 4-7 Contract # 13-6164 Figure 4-4: 2020 Total Peak Hour Volumes Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 5-1 Contract # 13-6164 FUTURE YEAR (2020) PEAK HOUR INTERSECTION OPERATIONS Future year (2020) peak hour traffic analyses were conducted for the US 41/Triangle Boulevard signalized intersection and six unsignalized intersections/median openings using the 2010 Highway Capacity Manual software (HCS). The 2020 peak hour HCS analysis summary sheets are provided in Appendix F. Table 5-1 summarizes the 2020 peak hour operations projected to occur at the US 41/Triangle Boulevard intersection with the proposed development traffic and the existing geometry. This signalized intersection is projected to operate at LOS F overall during the noon peak hour with an average vehicle delay of 83.5 seconds per vehicle. Six individual movements are projected to operate at LOS F and these are as follows: Eastbound left-turn (v/c = 1.27) Westbound left-turn (v/c = 0.81) Westbound through (v/c = 1.00) Northbound left-turn (v/c = 1.18) Southbound through and right-turn (v/c = 1.23) In the p.m. peak hour, this intersection is also projected to operate at LOS F overall with an average vehicle delay of 86.4 seconds per vehicle. Six individual movements are projected to operate at LOS F and these are as follows: Eastbound left-turn (v/c = 1.17) Westbound left-turn (v/c = 0.86) Westbound through (v/c = 1.04) Northbound left-turn (v/c = 1.12) Southbound through and right-turn (v/c = 1.20) Table 5-1 also summarizes the 2020 peak hour operations projected to occur at the US 41/Triangle Boulevard intersection with three alternative improvement scenarios. These improvement scenarios are as follows: Dual eastbound left-turn lanes Dual eastbound and southbound left-turn lanes and an exclusive southbound right-turn lane Dual eastbound, southbound and northbound left-turn lanes and an exclusive southbound right- turn lane If dual eastbound left-turn lanes are provided on US 41, the intersection is projected to operate at LOS E overall during both peak hours with average delays ranging from 61.6 seconds per vehicle to 62.4 seconds per vehicle. However, three individual movements are projected to operate at Level of Service F in the noon peak hour and four individual movements are projected to operate at Level of Service F in the p.m. SECTION 5.0 FUTURE YEAR PEAK HOUR INTERSECTION OPERATIONS Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 5-2 Contract # 13-6164 V/C Ratio Delay LOS V/C Ratio Delay LOS V/C Ratio Delay LOS V/C Ratio Delay LOS Left-Turn 1.27 135.3 F 1.17 152.6 F Left-Turn 0.88 73.5 E 0.90 77.4 E Through 0.58 34.2 C 0.61 34.8 C Through 0.72 45.1 D 0.73 44.6 D Right-Turn 0.13 19.0 B 0.12 18.9 B Right-Turn 0.14 22.8 C 0.13 22.7 C Left-Turn 0.81 85.7 F 0.86 95.3 F Left-Turn 0.81 85.7 F 0.81 84.9 F Through 1.00 80.3 F 1.04 91.4 F Through 0.95 67.6 E 0.95 67.1 E Right-Turn 0.15 28.2 C 0.11 27.0 C Right-Turn 0.14 23.9 C 0.09 21.8 C Left-Turn 1.18 166.1 F 1.12 146.6 F Left-Turn 0.93 79.9 E 0.95 85.1 F Through 0.55 59.3 E 0.48 57.0 E Through 0.43 52.1 D 0.41 53.3 D Right-Turn 0.22 42.2 D 0.18 41.7 D Right-Turn 0.18 36.9 D 0.16 37.9 D Left-Turn 0.74 47.9 D 0.73 46.9 D Left-Turn 0.57 33.6 C 0.60 35.3 D Through 1.23 184.0 F 1.20 171.4 F Through 1.01 100.7 F 1.01 102.4 F Right-Turn 1.23 184.0 F 1.20 171.4 F Right-Turn 1.01 100.7 F 1.01 102.4 F N/A 83.5 F N/A 86.4 F N/A 61.6 E N/A 62.4 E V/C Ratio Delay LOS V/C Ratio Delay LOS V/C Ratio Delay LOS V/C Ratio Delay LOS Left-Turn 0.81 60.5 E 0.78 58.5 E Left-Turn 0.82 62.0 E 0.78 58.5 E Through 0.69 40.2 D 0.75 42.9 D Through 0.66 38.3 D 0.70 39.7 D Right-Turn 0.12 16.4 B 0.11 15.6 B Right-Turn 0.13 19.3 B 0.13 20.8 C Left-Turn 0.76 72.7 E 0.64 60.8 E Left-Turn 0.70 65.6 E 0.64 60.8 E Through 0.93 61.0 E 0.97 67.3 E Through 0.84 50.1 D 0.90 54.6 D Right-Turn 0.12 17.4 B 0.09 16.8 B Right-Turn 0.13 20.3 C 0.09 20.5 C Left-Turn 0.53 40.9 D 0.51 38.9 D Left-Turn 0.58 58.4 E 0.64 62.1 E Through 0.77 74.8 E 0.75 73.4 E Through 0.56 56.1 E 0.51 54.7 D Right-Turn 0.25 43.6 D 0.19 41.5 D Right-Turn 0.20 37.6 D 0.16 36.1 D Left-Turn 0.36 43.7 D 0.38 44.3 D Left-Turn 0.50 52.1 D 0.54 53.5 D Through 0.41 51.6 D 0.48 55.7 E Through 0.35 48.0 D 0.32 46.6 D Right-Turn 0.51 34.5 C 0.56 38.3 D Right-Turn 0.48 31.7 C 0.47 29.9 C N/A 49.9 D N/A 52.2 D N/A 47.0 D N/A 48.3 D *Denotes Triangle Boulevard Approach EB WB NB SB* Overall Intersection EB WB NB SB* Overall Intersection Table 5-1: US 41/Triangle Boulevard Intersection - 2020 Peak Hour Operations With Development Traffic Dual EB/SB/NB Left-Turn Lanes and Exclusive SB Right-Turn Lane Movement Noon Peak Hour PM Peak Hour Approach Approach Dual EB/SB Left-Turn Lanes and Exclusive SB Right-Turn Lane Approach Movement Noon Peak Hour PM Peak Hour EB WB Existing Geometry NB WB NB SB* Overall Intersection Dual EB Left-Turn Lanes Movement Noon Peak Hour PM Peak Hour EB SB* Overall Intersection Noon Peak Hour PM Peak Hour Approach Movement Table 5-1: US 41/Triangle Boulevard Intersection – 2020 Peak Hour Operations with Development Traffic SECTION 5.0 FUTURE YEAR PEAK HOUR INTERSECTION OPERATIONS Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 5-3 Contract # 13-6164 peak hour. In addition, the southbound through and right-turn movements are projected to operate over capacity during both peak hours. If dual left-turn lanes are provided on both the eastbound and southbound intersection approaches and an exclusive right-turn lane is also provided on the southbound approach, the intersection is projected to operate at LOS D overall during both peak hours with average delays ranging from 49.9 seconds per vehicle to 52.2 seconds per vehicle. All of the individual movements are projected to operate at LOS E or better with v/c ratios less than or equal to 0.97. Although the individual movements are projected to operate at LOS E or better, the northbound left-turn vehicle queue is projected to greatly exceed the existing left-turn storage length (i.e., 90 feet) during both peak hours. The average northbound left-turn vehicle queue is projected to be approximately 200 feet in the noon peak hour and approximately 180 feet in the p.m. peak hour. If it is assumed that the 95th- percentile queue is approximately twice the average queue, the 95th-percentile northbound left-turn vehicle queue would range between approximately 360 and 400 feet. Both the average vehicle queues and the 95th-percentile vehicle queues would block the access to the adjacent through and right-turn lanes and increase the delays for the northbound through and right-turn vehicles resulting in LOS F conditions. If dual left-turn lanes are also provided on the northbound intersection approach, the intersection is projected to operate at LOS D overall during both peak hours with average delays ranging from 47.0 seconds per vehicle to 48.3 seconds per vehicle. All of the individual movements are projected to operate at LOS E or better with v/c ratios less than or equal to 0.90. In addition, both the eastbound and westbound US 41 through movements are projected to operate at LOS D with this improvement scenario. The provision of a second left-turn lane on the northbound Price Street approach can be accomplished by replacing the existing 16-foot painted divider with a 4-foot raised traffic separator. If dual northbound left-turn lanes are provided, the average vehicle queue and the 95th-percentile vehicle queue for this left- turn movement are projected to be approximately 115 feet and 230 feet, respectively during both peak hours. It is recommended that a raised median be provided on Price Street from Waterford Drive to US 41. The existing driveway connections for Fifth Third Bank (located on the west side of Price Street) and the Shops at Eagle Creek (located on the east side of Price Street) are offset along Price Street by approximately 80 feet. The existing peak hour traffic counts indicate that “through” movements between these two driveways do occur, primarily during the noon peak hour. Given the existing geometrics in this area, the short distance between these opposing driveways and the estimated length of the 95th-percentile vehicle queue for the northbound left-turn movement, the provision of a raised median will increase the safety for all vehicles. The provision of a raised median will also maximize the total lengths of the left-turn lanes that can be provided on the northbound Price Street approach. The elimination of the full median opening at the Shops at Eagle Creek will result in u-turn movements occurring at both the US 41/Triangle Boulevard intersection and the Price Street/Waterford Drive intersection. Consequently, the US 41/Triangle Boulevard intersection was reanalyzed to evaluate the impact of the u-turn volumes on overall intersection operations. The results of this analysis are summarized in Table 5-2. SECTION 5.0 FUTURE YEAR PEAK HOUR INTERSECTION OPERATIONS Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 5-4 Contract # 13-6164 Table 5-2: US 41/Triangle Boulevard Intersection – 2020 Peak Hour Operations with Development Traffic and No Full Median Opening at Eagle Creek Plaza Table 5-3 summarizes the peak hour operations projected to occur at the Price Street/Waterford Drive intersection with the proposed development traffic. These results reflect the impact of southbound u- turn vehicles due to the elimination of the existing full median opening north of this intersection. The initial analysis was conducted for an unsignalized intersection and used the existing laneage on the northbound, southbound and westbound approaches. This analysis also included an exclusive left-turn lane and a through/right-turn lane on the new eastbound approach (i.e., the Wawa driveway). All of the individual movements at this unsignalized intersection are projected to operate at LOS C or better in 2020 during both peak hours and most of the movements are projected to operate at LOS B or better. A one- lane roundabout was also analyzed for this location based on Collier County’s request to evaluate this type of intersection improvement concept and these analysis results are also summarized in Table 5-3. A single lane roundabout is projected to operate at LOS A overall during both the noon and pm pe ak hours with overall average vehicle delays less than 7 seconds per vehicle. Although both the unsignalized intersection and the roundabout are projected to provide acceptable operations, the provision of a roundabout is expected to provide a higher overall level of safety due to the reduction in injury and fatal crashes expected to occur with this type of intersection improvement. V/C Ratio Delay LOS V/C Ratio Delay LOS Left-Turn 0.82 62.0 E 0.78 58.5 E Through 0.68 39.7 D 0.70 39.7 D Right-Turn 0.13 19.3 B 0.13 20.8 C Left-Turn 0.70 65.6 E 0.64 60.8 E Through 0.87 53.2 D 0.90 54.6 D Right-Turn 0.13 20.3 C 0.09 20.5 C Left-Turn 0.66 59.2 E 0.77 68.4 E Through 0.56 56.1 E 0.51 54.7 D Right-Turn 0.20 37.6 D 0.16 36.1 D Left-Turn 0.47 50.7 D 0.54 53.5 D Through 0.35 48.0 D 0.32 46.6 D Right-Turn 0.48 31.7 C 0.47 29.9 C N/A 48.3 D N/A 48.8 D *Denotes Triangle Boulevard Approach Table 5-2: US 41/Triangle Boulevard Intersection - 2020 Peak Hour Operations With Development Traffic and No Full Median Opening at Eagle Creek Overall Intersection NB SB* EB WB Dual EB/SB/NB Left-Turn Lanes, Exclusive SB Right-Turn Lane Approach Movement Noon Peak Hour PM Peak Hour SECTION 5.0 FUTURE YEAR PEAK HOUR INTERSECTION OPERATIONS Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 5-5 Contract # 13-6164 V/C Ratio Delay LOS V/C Ratio Delay LOS V/C Ratio Delay LOS V/C Ratio Delay LOS Left-Turn 0.23 14.5 B 0.30 15.7 C Left-Turn 0.15 5.7 A 0.19 6.3 A Through 0.02 9.9 B 0.02 9.8 A Through 0.15 5.7 A 0.19 6.3 A Right-Turn 0.02 9.9 B 0.02 9.8 A Right-Turn 0.15 5.7 A 0.19 6.3 A Left-Turn 0.09 9.8 A 0.09 10.2 B Left-Turn 0.09 5.5 A 0.09 5.7 A Through 0.09 9.8 A 0.09 10.2 B Through 0.09 5.5 A 0.09 5.7 A Right-Turn 0.09 9.8 A 0.09 10.2 B Right-Turn 0.09 5.5 A 0.09 5.7 A Left-Turn 0.01 7.6 A 0.01 7.7 A Left-Turn 0.12 5.5 A 0.15 6.1 A Through 0.01 7.6 A 0.01 7.7 A Through 0.12 5.5 A 0.15 6.1 A Right-Turn 0.01 7.6 A 0.01 7.7 A Right-Turn 0.12 5.5 A 0.15 6.1 A Left-Turn 0.18 7.7 A 0.17 7.6 A Left-Turn 0.42 7.4 A 0.42 7.4 A Through N/A 0.0 A N/A 0.0 A Through 0.42 7.4 A 0.42 7.4 A Right-Turn N/A 0.0 A N/A 0.0 A Right-Turn 0.42 7.4 A 0.42 7.4 A N/A N/A N/A N/A N/A N/A 0.42 6.7 A 0.42 6.9 A WB NB SB Overall Intersection Table 5-3: Price Street/Waterford Drive - 2020 Peak Hour Operations With Development Traffic and No Full Median Opening at Eagle Creek Plaza WB NB SB Overall Intersection Single Lane Roundabout Approach Movement Noon Peak Hour PM Peak Hour EB Existing Geometry Approach Movement Noon Peak Hour PM Peak Hour EB V/C Ratio Delay LOS V/C Ratio Delay LOS V/C Ratio Delay LOS V/C Ratio Delay LOS Left-Turn 0.07 7.7 A 0.08 7.7 A Left-Turn 0.36 9.4 A 0.30 8.0 A Through N/A 0.0 A N/A 0.0 A Through 0.36 9.4 A 0.30 8.0 A Right-Turn N/A 0.0 A N/A 0.0 A Right-Turn 0.36 9.4 A 0.30 8.0 A Left-Turn 0.30 8.6 A 0.24 8.3 A Left-Turn 0.64 13.1 B 0.55 10.6 B Through N/A 0.0 A N/A 0.0 A Through 0.64 13.1 B 0.55 10.6 B Right-Turn N/A 0.0 A N/A 0.0 A Right-Turn 0.64 13.1 B 0.55 10.6 B Left-Turn 1.34 241.1 F 5.34 2,182.4 F Left-Turn 0.65 12.5 B 0.57 10.9 B Through 1.34 241.1 F 5.34 2,182.4 F Through 0.65 12.5 B 0.57 10.9 B Right-Turn 0.45 11.8 B 0.36 10.6 B Right-Turn 0.65 12.5 B 0.57 10.9 B Left-Turn 1.17 196.5 F 8.06 3,487.2 F Left-Turn 0.32 9.4 A 0.37 9.0 A Through 1.17 196.5 F 8.06 3,487.2 F Through 0.32 9.4 A 0.37 9.0 A Right-Turn 0.06 9.2 A 0.08 9.3 A Right-Turn 0.32 9.4 A 0.37 9.0 A N/A N/A N/A N/A N/A N/A 0.65 11.8 B 0.57 10.1 B Table 5-4: Triangle Boulevard/Celeste Drive Intersection - 2020 Peak Hour Operations With Development Traffic WB* NB SB Overall Intersection WB* EB * Single Lane Roundabout Movement Noon Peak Hour PM Peak Hour EB * Approach Existing Geometry Approach Movement Noon Peak Hour PM Peak Hour *Denotes Triangle Boulevard Approach NB SB Overall Intersection Table 5-3: Price Street/Waterford Drive Intersection - 2020 Peak Hour Operations with Development Traffic and No Full Median Opening at Eagle Creek Plaza Table 5-4: Triangle Boulevard/Celeste Drive Intersection - 2020 Peak Hour Operations with Development Traffic SECTION 5.0 FUTURE YEAR PEAK HOUR INTERSECTION OPERATIONS Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 5-6 Contract # 13-6164 Table 5-4 summarizes the peak hour operations projected to occur at the Triangle Boulevard/Celeste Drive intersection with the proposed development traffic. Although the eastbound and westbound Triangle Boulevard left-turn movements are projected to operate at LOS A during the noon and pm peak hours in 2020 with the existing geometry, the northbound and southbound Celeste Drive left-turn and through movements are projected to operate at LOS F during both peak hours, with v/c ratios that range from 1.17 to 8.06. The average delays for the northbound and southbound left-turn movements are projected to range between 196.5 seconds per vehicle and 3,487.2 seconds per vehicle. Acceptable operations for all individual movements are projected to occur at this intersection with the implementation of a single lane roundabout. The overall roundabout intersection is projected to operate at LOS B during both peak hours with average delays ranging from 10.1 seconds per vehicle to 11.8 seconds per vehicle. A review of the results of the US 41/Triangle Boulevard signalized intersection analysis indicated that the average southbound right-turn vehicle queue was projected to be approximately 200 feet during both the noon and p.m. peak hours. Once again, if it is assumed that the 95th-percentile queue is approximately twice the average queue, the 95th-percentile southbound right-turn vehicle queue length would be approximately 400 feet. In addition, the 95th-percentile southbound left-turn vehicle queue length would be approximately 270 feet during the noon peak hour and approximately 250 feet during the p.m. peak hour. The distance between the US 41/Triangle Boulevard intersection and the existing full median opening located at Commercial Road No. 1 is approximately 270 feet as measured from the stop bar on the southbound Triangle Boulevard intersection approach to the center of the full median opening. Consequently, to eliminate the possibility of southbound Triangle Boulevard vehicles extending back into the existing full median opening, it is recommended that the existing full median opening be converted to a southbound directional median opening. To provide access into the Triangle Plaza development for northbound Triangle Boulevard vehicles, it is also recommended to provide a northbound directional median opening approximately 375 feet to the north of the existing full median opening (at the location of the future Triangle Plaza entrance/exit). This northbound directional median opening could also be used by vehicles exiting the existing commercial developments on the east side of Triangle Boulevard that desire to travel southbound on Triangle Boulevard. In addition to the vehicle queueing concerns, the provision of a dual directional median opening at Commercial Road No. 1 is not recommended for several other reasons. The provision of a northbound directional median opening at this location would require additional roadway widening on northbound Triangle Boulevard which could possibly result in right-of-way impacts to the existing McDonalds fast-food restaurant. In addition, the minimum length of a directional median opening on Triangle Boulevard should be set at 185 feet. This minimum length includes 50 feet of queue storage and 135 feet of decel length (based on a 35 mph posted speed limit). Based on this distance, the beginning of the northbound directional median opening would occur approximately 100 feet north of the existing crosswalk, which is not a desirable condition. All vehicles turning left onto northbound Triangle Boulevard from eastbound US 41 that are destined for Triangle Plaza would need to utilize the inside left-turn lane since the directional median opening would start immediately after the turn onto Triangle Boulevard. Any vehicles destined for Triangle Plaza that are positioned in the outside left-turn lane on eastbound US 41 would SECTION 5.0 FUTURE YEAR PEAK HOUR INTERSECTION OPERATIONS Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 5-7 Contract # 13-6164 have to weave across the inside through lane on Triangle Boulevard to access the directional median opening. This condition could potentially result in an increased number of sideswipe crashes. Table 5-5 summarizes the peak hour operations projected to occur at both of the proposed Triangle Boulevard directional median openings with the proposed development traffic. All of the individual left- turn and right-turn movements at both of these median openings are projected to operate at LOS C or better during both peak hours. The peak hour operations projected to occur at the Triangle Boulevard/Commercial Road No. 2 full median opening and the Triangle Boulevard/Lely Island Circle intersection with the proposed development traffic are summarized in Table 5-6. All of the individual left-turn and right-turn movements at both of these median openings are projected to operate at LOS B or better during both peak hours. The recommended Triangle Boulevard improvements that were analyzed at the Commercial Road No. 2 full median opening consisted of an exclusive northbound right-turn lane and an additional southbound through lane. The northbound right-turn lane is the termination of the outside through lane on Triangle Boulevard that extends all the way back to the US 41/Triangle Boulevard intersection. The only improvement included at the Triangle Boulevard/Lely Island Circle intersection is a westbound u-turn lane. SECTION 5.0 FUTURE YEAR PEAK HOUR INTERSECTION OPERATIONS Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 5-8 Contract # 13-6164 V/C Ratio Delay LOS V/C Ratio Delay LOS V/C Ratio Delay LOS V/C Ratio Delay LOS Left-Turn N/A N/A N/A N/A N/A N/A Left-Turn N/A N/A N/A N/A N/A N/A Through N/A N/A N/A N/A N/A N/A Through N/A N/A N/A N/A N/A N/A Right-Turn 0.21 12.1 B 0.28 12.8 B Right-Turn 0.16 10.5 B 0.15 10.4 B Left-Turn N/A N/A N/A N/A N/A N/A Left-Turn N/A N/A N/A N/A N/A N/A Through N/A N/A N/A N/A N/A N/A Through N/A N/A N/A N/A N/A N/A Right-Turn 0.51 16.9 C 0.52 17.0 C Right-Turn N/A N/A N/A N/A N/A N/A Left-Turn N/A 0.0 A N/A N/A A Left-Turn 0.67 18.3 C 0.67 18.2 C Through N/A 0.0 A N/A 0.0 A Through N/A 0.0 A N/A 0.0 A Right-Turn N/A 0.0 A N/A 0.0 A Right-Turn N/A 0.0 A N/A 0.0 A Left-Turn 0.22 14.7 B 0.22 15.5 C Left-Turn N/A N/A N/A N/A N/A N/A Through N/A 0.0 A N/A 0.0 A Through N/A 0.0 A N/A 0.0 A Right-Turn N/A 0.0 A N/A 0.0 A Right-Turn N/A 0.0 A N/A 0.0 A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A *Denotes Triangle Boulevard Approach Overall Intersection WB Overall Intersection Northbound Directional Median Opening at Triangle Plaza Movement Noon Peak Hour PM Peak Hour Table 5-5: Triangle Boulevard/Commercial Road No. 1/Triangle Plaza Driveways - 2020 Peak Hour Operations With Development Traffic EB WB NB* SB* SB Directional Median Opening at Commercial Road No. 1 Approach Movement Noon Peak Hour PM Peak Hour EB NB* SB* Approach Table 5-5: Triangle Boulevard/Commercial Road No. 1/Triangle Plaza Driveways - 2020 Peak Hour Operations with Development Traffic Approach V/C Ratio Delay LOS V/C Ratio Delay LOS V/C Ratio Delay LOS V/C Ratio Delay LOS Left-Turn N/A N/A N/A N/A N/A N/A Left-Turn 0.08 8.0 A 0.09 8.0 A Through N/A N/A N/A N/A N/A N/A Through N/A 0.0 A N/A 0.0 A Right-Turn N/A N/A N/A N/A N/A N/A Right-Turn N/A N/A N/A N/A N/A N/A Left-Turn 0.26 13.5 B 0.29 14.0 B U-Turn 0.00 0.0 A 0.00 0.0 A Through N/A N/A N/A N/A N/A N/A Through N/A 0.0 A N/A 0.0 A Right-Turn 0.07 9.6 A 0.09 9.8 A Right-Turn N/A 0.0 A N/A 0.0 A U-Turn N/A N/A N/A N/A N/A N/A U-Turn N/A N/A N/A N/A N/A N/A Through N/A 0.0 A N/A 0.0 A Through N/A N/A N/A N/A N/A N/A Right-Turn N/A 0.0 A N/A 0.0 A Right-Turn N/A N/A N/A N/A N/A N/A Left-Turn 0.04 7.7 A 0.05 7.8 A Left-Turn 0.36 13.5 B 0.27 12.2 B Through N/A 0.0 A N/A 0.0 A Through N/A N/A N/A N/A N/A N/A Right-Turn N/A N/A N/A N/A N/A N/A Right-Turn 0.36 13.5 B 0.27 12.2 B N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Table 5-6: Triangle Boulevard/Commercial Road No. 2 and Triangle Boulevard/Lely Island Circle - 2020 Peak Hour Operations With Development Traffic Movement Noon Peak Hour SB*SB PM Peak Hour Approach Movement Triangle Boulevard/Commercial Road No. 2 Triangle Boulevard/Lely Island Circle - Existing Geometry + WB U-Turn Lane Noon Peak Hour PM Peak Hour EB EB * *Denotes Triangle Boulevard Approach Overall Intersection Overall Intersection WB WB* NB*NB Table 5-6: Triangle Boulevard/Commercial Road No. 2 and Triangle Boulevard/Lely Island Circ le - 2020 Peak Hour Operations with Development Traffic Triangle Boulevard Traffic Study Technical Memorandum From Waterford Drive to CR 951 6-1 Contract # 13-6164 RECOMMENDED IMPROVEMENT CONCEPT The recommended improvement concept for Triangle Boulevard from US 41 to CR 951 and for Price Street from Waterford Drive to US 41 is graphically illustrated in Appendix G. The recommended improvement concept includes the provision of a sidewalk on both sides of Triangle Boulevard and Price Street in those locations where a sidewalk does not currently exist. The majority of the sidewalk is five feet wide; however, the sidewalk width increases to six feet when it is located next to the curb and gutter. The preliminary right-of-way impacts are also identified on the recommended improvement concept. It should be noted that the right-of-way impacts identified in the northeast and southwest quadrants of the US 41/Triangle Boulevard intersection are the result of the need for additional pavement to accommodate u-turn movements at this intersection. If a roundabout is implemented at the Triangle Boulevard/Celeste Drive intersection, the existing driveway located on the west side of Celeste Drive approximately 90 feet south of Triangle Boulevard should be closed. Currently, there is an existing full median opening on Celeste Drive that accommodates inbound and outbound left-turn movements made from this driveway. This driveway was providing commercial vehicle access to the former K-Mart for the purpose of unloading and loading freight. The implementation of a roundabout at this location along with raised splitter islands would eliminate this existing full median opening. Inbound and outbound vehicle travel paths were analyzed using AutoTurn and the results of an evaluation conducted for a WB-62FL design vehicle indicated that this type of truck would not be able to enter and exit the site (while staying on the roadway pavement) via this existing driveway location. However, the AutoTurn analysis did indicate that a WB 62-FL design vehicle would be able to access the abandoned K-Mart site via the existing full median opening located approximately 450 feet south of Triangle Boulevard. The AutoTurn print-outs are also provided in Appendix G. Appendix A Peak Hour Turning Movement Count Data Turning Movement Gount Field Data Sheet & Sketch Date: Major Street: Minor Street: City/County: 2, ., Pa.e S+""* Count Times: Direction: Direction: Weather: //,so - l's ofnl {-Qfu E-W Speed Limit: 2 mph N-s speed Limit: ti{, ^pn(1.-t Phasing: Intersection Sketch I N v2L A nIcFI *3 7 File Name : Price&Waterford Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Passenger Vehicles - Heavy Vehicles - UTurns PRICE STREET Westbound WATERFORD DRIVE Northbound PRICE STREET Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:30 AM 5 25 0 30 5 0 18 23 0 14 1 15 68 11:45 AM 10 8 0 18 2 0 15 17 0 7 3 10 45 Total 15 33 0 48 7 0 33 40 0 21 4 25 113 12:00 PM 6 6 0 12 5 0 12 17 0 15 3 18 47 12:15 PM 9 11 0 20 0 0 8 8 0 14 1 15 43 12:30 PM 5 16 0 21 7 0 17 24 0 13 4 17 62 12:45 PM 13 16 0 29 3 0 18 21 0 17 2 19 69 Total 33 49 0 82 15 0 55 70 0 59 10 69 221 01:00 PM 10 14 0 24 7 0 11 18 0 13 1 14 56 01:15 PM 10 12 0 22 2 0 13 15 0 11 2 13 50 *** BREAK *** Total 20 26 0 46 9 0 24 33 0 24 3 27 106 *** BREAK *** 04:00 PM 8 17 0 25 9 0 11 20 0 10 2 12 57 04:15 PM 5 16 0 21 1 0 14 15 0 24 5 29 65 04:30 PM 9 10 0 19 3 0 10 13 0 15 1 16 48 04:45 PM 10 12 0 22 2 0 10 12 0 21 2 23 57 Total 32 55 0 87 15 0 45 60 0 70 10 80 227 05:00 PM 5 15 0 20 2 0 14 16 0 18 2 20 56 05:15 PM 5 4 0 9 3 0 11 14 0 21 1 22 45 05:30 PM 3 20 0 23 0 0 12 12 0 14 2 16 51 05:45 PM 3 14 0 17 3 0 16 19 0 14 2 16 52 Total 16 53 0 69 8 0 53 61 0 67 7 74 204 Grand Total 116 216 0 332 54 0 210 264 0 241 34 275 871 Apprch %34.9 65.1 0 20.5 0 79.5 0 87.6 12.4 Total %13.3 24.8 0 38.1 6.2 0 24.1 30.3 0 27.7 3.9 31.6 Passenger Vehicles 105 208 0 313 53 0 198 251 0 232 34 266 830 % Passenger Vehicles 90.5 96.3 0 94.3 98.1 0 94.3 95.1 0 96.3 100 96.7 95.3 Heavy Vehicles 11 8 0 19 1 0 12 13 0 9 0 9 41 % Heavy Vehicles 9.5 3.7 0 5.7 1.9 0 5.7 4.9 0 3.7 0 3.3 4.7 UTurns 0 0 0 0 0 0 0 0 0 0 0 0 0 % UTurns 0 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Turning Movement Count File Name : Price&Waterford Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: PRICE STREET Westbound WATERFORD DRIVE Northbound PRICE STREET Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 PM 12:30 PM 5 16 0 21 7 0 17 24 0 13 4 17 62 12:45 PM 13 16 0 29 3 0 18 21 0 17 2 19 69 01:00 PM 10 14 0 24 7 0 11 18 0 13 1 14 56 01:15 PM 10 12 0 22 2 0 13 15 0 11 2 13 50 Total Volume 38 58 0 96 19 0 59 78 0 54 9 63 237 % App. Total 39.6 60.4 0 24.4 0 75.6 0 85.7 14.3 PHF .731 .906 .000 .828 .679 .000 .819 .813 .000 .794 .563 .829 .859 Passenger Vehicles 35 56 0 91 19 0 54 73 0 53 9 62 226 % Passenger Vehicles 92.1 96.6 0 94.8 100 0 91.5 93.6 0 98.1 100 98.4 95.4 Heavy Vehicles 3 2 0 5 0 0 5 5 0 1 0 1 11 % Heavy Vehicles 7.9 3.4 0 5.2 0 0 8.5 6.4 0 1.9 0 1.6 4.6 UTurns 0 0 0 0 0 0 0 0 0 0 0 0 0 % UTurns 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 12:30 PM 12:30 PM 12:00 PM +0 mins.5 16 0 21 7 0 17 24 0 15 3 18 +15 mins.13 16 0 29 3 0 18 21 0 14 1 15 +30 mins.10 14 0 24 7 0 11 18 0 13 4 17 +45 mins.10 12 0 22 2 0 13 15 0 17 2 19 Total Volume 38 58 0 96 19 0 59 78 0 59 10 69 % App. Total 39.6 60.4 0 24.4 0 75.6 0 85.5 14.5 PHF .731 .906 .000 .828 .679 .000 .819 .813 .000 .868 .625 .908 Passenger Vehicles 35 56 0 91 19 0 54 73 0 59 10 69 % Passenger Vehicles 92.1 96.6 0 94.8 100 0 91.5 93.6 0 100 100 100 Heavy Vehicles 3 2 0 5 0 0 5 5 0 0 0 0 % Heavy Vehicles 7.9 3.4 0 5.2 0 0 8.5 6.4 0 0 0 0 UTurns 0 0 0 0 0 0 0 0 0 0 0 0 % UTurns 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 8 17 0 25 9 0 11 20 0 10 2 12 57 04:15 PM 5 16 0 21 1 0 14 15 0 24 5 29 65 04:30 PM 9 10 0 19 3 0 10 13 0 15 1 16 48 04:45 PM 10 12 0 22 2 0 10 12 0 21 2 23 57 Total Volume 32 55 0 87 15 0 45 60 0 70 10 80 227 % App. Total 36.8 63.2 0 25 0 75 0 87.5 12.5 PHF .800 .809 .000 .870 .417 .000 .804 .750 .000 .729 .500 .690 .873 Passenger Vehicles 30 53 0 83 15 0 43 58 0 66 10 76 217 % Passenger Vehicles 93.8 96.4 0 95.4 100 0 95.6 96.7 0 94.3 100 95.0 95.6 Heavy Vehicles 2 2 0 4 0 0 2 2 0 4 0 4 10 % Heavy Vehicles 6.3 3.6 0 4.6 0 0 4.4 3.3 0 5.7 0 5.0 4.4 UTurns 0 0 0 0 0 0 0 0 0 0 0 0 0 % UTurns 0 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Turning Movement Count File Name : Price&Waterford Site Code : 16003 Start Date : 2/17/2016 Page No : 3 City/County: Naples/Collier Weather: Clear Comments: PRICE STREET Westbound WATERFORD DRIVE Northbound PRICE STREET Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 04:15 PM +0 mins.8 17 0 25 2 0 14 16 0 24 5 29 +15 mins.5 16 0 21 3 0 11 14 0 15 1 16 +30 mins.9 10 0 19 0 0 12 12 0 21 2 23 +45 mins.10 12 0 22 3 0 16 19 0 18 2 20 Total Volume 32 55 0 87 8 0 53 61 0 78 10 88 % App. Total 36.8 63.2 0 13.1 0 86.9 0 88.6 11.4 PHF .800 .809 .000 .870 .667 .000 .828 .803 .000 .813 .500 .759 Passenger Vehicles 30 53 0 83 7 0 53 60 0 74 10 84 % Passenger Vehicles 93.8 96.4 0 95.4 87.5 0 100 98.4 0 94.9 100 95.5 Heavy Vehicles 2 2 0 4 1 0 0 1 0 4 0 4 % Heavy Vehicles 6.2 3.6 0 4.6 12.5 0 0 1.6 0 5.1 0 4.5 UTurns 0 0 0 0 0 0 0 0 0 0 0 0 % UTurns 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Turning Movement Count File Name : Price&Waterford Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Passenger Vehicles PRICE STREET Westbound WATERFORD DRIVE Northbound PRICE STREET Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:30 AM 5 25 0 30 5 0 18 23 0 14 1 15 68 11:45 AM 8 8 0 16 2 0 14 16 0 6 3 9 41 Total 13 33 0 46 7 0 32 39 0 20 4 24 109 12:00 PM 5 6 0 11 5 0 10 15 0 15 3 18 44 12:15 PM 6 11 0 17 0 0 6 6 0 14 1 15 38 12:30 PM 4 16 0 20 7 0 14 21 0 13 4 17 58 12:45 PM 11 16 0 27 3 0 17 20 0 17 2 19 66 Total 26 49 0 75 15 0 47 62 0 59 10 69 206 01:00 PM 10 13 0 23 7 0 11 18 0 13 1 14 55 01:15 PM 10 11 0 21 2 0 12 14 0 10 2 12 47 *** BREAK *** Total 20 24 0 44 9 0 23 32 0 23 3 26 102 *** BREAK *** 04:00 PM 7 17 0 24 9 0 11 20 0 9 2 11 55 04:15 PM 4 14 0 18 1 0 14 15 0 22 5 27 60 04:30 PM 9 10 0 19 3 0 8 11 0 15 1 16 46 04:45 PM 10 12 0 22 2 0 10 12 0 20 2 22 56 Total 30 53 0 83 15 0 43 58 0 66 10 76 217 05:00 PM 5 13 0 18 1 0 14 15 0 17 2 19 52 05:15 PM 5 4 0 9 3 0 11 14 0 20 1 21 44 05:30 PM 3 18 0 21 0 0 12 12 0 14 2 16 49 05:45 PM 3 14 0 17 3 0 16 19 0 13 2 15 51 Total 16 49 0 65 7 0 53 60 0 64 7 71 196 Grand Total 105 208 0 313 53 0 198 251 0 232 34 266 830 Apprch %33.5 66.5 0 21.1 0 78.9 0 87.2 12.8 Total %12.7 25.1 0 37.7 6.4 0 23.9 30.2 0 28 4.1 32 Intersection Turning Movement Count File Name : Price&Waterford Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: PRICE STREET Westbound WATERFORD DRIVE Northbound PRICE STREET Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 PM 12:30 PM 4 16 0 20 7 0 14 21 0 13 4 17 58 12:45 PM 11 16 0 27 3 0 17 20 0 17 2 19 66 01:00 PM 10 13 0 23 7 0 11 18 0 13 1 14 55 01:15 PM 10 11 0 21 2 0 12 14 0 10 2 12 47 Total Volume 35 56 0 91 19 0 54 73 0 53 9 62 226 % App. Total 38.5 61.5 0 26 0 74 0 85.5 14.5 PHF .795 .875 .000 .843 .679 .000 .794 .869 .000 .779 .563 .816 .856 Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 12:30 PM 12:30 PM 12:00 PM +0 mins.4 16 0 20 7 0 14 21 0 15 3 18 +15 mins.11 16 0 27 3 0 17 20 0 14 1 15 +30 mins.10 13 0 23 7 0 11 18 0 13 4 17 +45 mins.10 11 0 21 2 0 12 14 0 17 2 19 Total Volume 35 56 0 91 19 0 54 73 0 59 10 69 % App. Total 38.5 61.5 0 26 0 74 0 85.5 14.5 PHF .795 .875 .000 .843 .679 .000 .794 .869 .000 .868 .625 .908 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 7 17 0 24 9 0 11 20 0 9 2 11 55 04:15 PM 4 14 0 18 1 0 14 15 0 22 5 27 60 04:30 PM 9 10 0 19 3 0 8 11 0 15 1 16 46 04:45 PM 10 12 0 22 2 0 10 12 0 20 2 22 56 Total Volume 30 53 0 83 15 0 43 58 0 66 10 76 217 % App. Total 36.1 63.9 0 25.9 0 74.1 0 86.8 13.2 PHF .750 .779 .000 .865 .417 .000 .768 .725 .000 .750 .500 .704 .904 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 04:15 PM +0 mins.7 17 0 24 1 0 14 15 0 22 5 27 +15 mins.4 14 0 18 3 0 11 14 0 15 1 16 +30 mins.9 10 0 19 0 0 12 12 0 20 2 22 +45 mins.10 12 0 22 3 0 16 19 0 17 2 19 Total Volume 30 53 0 83 7 0 53 60 0 74 10 84 % App. Total 36.1 63.9 0 11.7 0 88.3 0 88.1 11.9 PHF .750 .779 .000 .865 .583 .000 .828 .789 .000 .841 .500 .778 Intersection Turning Movement Count File Name : Price&Waterford Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Heavy Vehicles PRICE STREET Westbound WATERFORD DRIVE Northbound PRICE STREET Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total *** BREAK *** 11:45 AM 2 0 0 2 0 0 1 1 0 1 0 1 4 Total 2 0 0 2 0 0 1 1 0 1 0 1 4 12:00 PM 1 0 0 1 0 0 2 2 0 0 0 0 3 12:15 PM 3 0 0 3 0 0 2 2 0 0 0 0 5 12:30 PM 1 0 0 1 0 0 3 3 0 0 0 0 4 12:45 PM 2 0 0 2 0 0 1 1 0 0 0 0 3 Total 7 0 0 7 0 0 8 8 0 0 0 0 15 01:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 1 01:15 PM 0 1 0 1 0 0 1 1 0 1 0 1 3 *** BREAK *** Total 0 2 0 2 0 0 1 1 0 1 0 1 4 *** BREAK *** 04:00 PM 1 0 0 1 0 0 0 0 0 1 0 1 2 04:15 PM 1 2 0 3 0 0 0 0 0 2 0 2 5 04:30 PM 0 0 0 0 0 0 2 2 0 0 0 0 2 04:45 PM 0 0 0 0 0 0 0 0 0 1 0 1 1 Total 2 2 0 4 0 0 2 2 0 4 0 4 10 05:00 PM 0 2 0 2 1 0 0 1 0 1 0 1 4 05:15 PM 0 0 0 0 0 0 0 0 0 1 0 1 1 05:30 PM 0 2 0 2 0 0 0 0 0 0 0 0 2 05:45 PM 0 0 0 0 0 0 0 0 0 1 0 1 1 Total 0 4 0 4 1 0 0 1 0 3 0 3 8 Grand Total 11 8 0 19 1 0 12 13 0 9 0 9 41 Apprch %57.9 42.1 0 7.7 0 92.3 0 100 0 Total %26.8 19.5 0 46.3 2.4 0 29.3 31.7 0 22 0 22 Intersection Turning Movement Count File Name : Price&Waterford Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: PRICE STREET Westbound WATERFORD DRIVE Northbound PRICE STREET Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:45 AM 11:45 AM 2 0 0 2 0 0 1 1 0 1 0 1 4 12:00 PM 1 0 0 1 0 0 2 2 0 0 0 0 3 12:15 PM 3 0 0 3 0 0 2 2 0 0 0 0 5 12:30 PM 1 0 0 1 0 0 3 3 0 0 0 0 4 Total Volume 7 0 0 7 0 0 8 8 0 1 0 1 16 % App. Total 100 0 0 0 0 100 0 100 0 PHF .583 .000 .000 .583 .000 .000 .667 .667 .000 .250 .000 .250 .800 Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 11:45 AM 11:45 AM 11:30 AM +0 mins.2 0 0 2 0 0 1 1 0 0 0 0 +15 mins.1 0 0 1 0 0 2 2 0 1 0 1 +30 mins.3 0 0 3 0 0 2 2 0 0 0 0 +45 mins.1 0 0 1 0 0 3 3 0 0 0 0 Total Volume 7 0 0 7 0 0 8 8 0 1 0 1 % App. Total 100 0 0 0 0 100 0 100 0 PHF .583 .000 .000 .583 .000 .000 .667 .667 .000 .250 .000 .250 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 1 2 0 3 0 0 0 0 0 2 0 2 5 04:30 PM 0 0 0 0 0 0 2 2 0 0 0 0 2 04:45 PM 0 0 0 0 0 0 0 0 0 1 0 1 1 05:00 PM 0 2 0 2 1 0 0 1 0 1 0 1 4 Total Volume 1 4 0 5 1 0 2 3 0 4 0 4 12 % App. Total 20 80 0 33.3 0 66.7 0 100 0 PHF .250 .500 .000 .417 .250 .000 .250 .375 .000 .500 .000 .500 .600 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:15 PM 04:00 PM +0 mins.1 2 0 3 0 0 0 0 0 1 0 1 +15 mins.0 0 0 0 0 0 2 2 0 2 0 2 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 +45 mins.0 2 0 2 1 0 0 1 0 1 0 1 Total Volume 1 4 0 5 1 0 2 3 0 4 0 4 % App. Total 20 80 0 33.3 0 66.7 0 100 0 PHF .250 .500 .000 .417 .250 .000 .250 .375 .000 .500 .000 .500 Intersection Turning Movement Count File Name : Price&Waterford Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- UTurns PRICE STREET Westbound WATERFORD DRIVE Northbound PRICE STREET Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total *** BREAK *** Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Apprch %0 0 0 0 0 0 0 0 0 Total % PRICE STREET Westbound WATERFORD DRIVE Northbound PRICE STREET Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:30 AM 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 11:30 AM 11:30 AM 11:30 AM +0 mins.0 0 0 0 0 0 0 0 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Intersection Turning Movement Count File Name : Price&Waterford Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: PRICE STREET Westbound WATERFORD DRIVE Northbound PRICE STREET Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 0 0 0 0 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Intersection Turning Movement Count Date: Day: Wednesday Count Times: 11:30am-1:30pm & 4-6pm Weather: Clear Intersection: Price Street at Waterford Drive Comments: C - Children under 12; S - Seniors 65 or over; D - Physical Disability PED BIKE PED BIKE N 11:30- 12:00 12:00- 12:30 12:30- 1:00 1:00- 1:30 4:00- 4:30 4:30- 5:00 5:00- 5:30 5:30- 6:00 PED BIKE PED BIKE 2 11:30- 12:00 11:30- 12:00 12:00- 12:30 12:00- 12:30 12:30- 1:00 12:30- 1:00 1:00- 1:30 1:00- 1:30 1 4:00- 4:30 4:00- 4:30 1 4:30- 5:00 4:30- 5:00 5:00- 5:30 5:00- 5:30 5:30- 6:00 5:30- 6:00 PED BIKE PED BIKE 11:30- 12:00 12:00- 12:30 12:30- 1:00 1:00- 1:30 4:00- 4:30 4:30- 5:00 5:00- 5:30 5:30- 6:00 PED BIKE PED BIKE 1 Intersection Pedestrian & Bicycle Count Hour Peds/Bikes Crossing North Leg 2/17/2016 Peds/Bikes Crossing South LegPeds/Bikes Crossing West LegPeds/Bikes Crossing East LegPrice WaterfordWaterfordPED Date: Major Street: Minor Street: City/County: Turning Movement Count Field Data Sheet & Sketch Count Times: Direction: nve,^taqS Direction: -l Weather: //;,< -(:sar*r r/-6rn N-S Speed Limit: 3a mph E-w Speed Limit: tt{a^pn Ct.-r Phasing: e.r )lL' JJ_++4 fl t4*lit-'r rl *4 + Ur t,'1^ J,r, J Intersection Sketch //n 4 / /8 vc'/ r( .Y i a A ^J l/etts ftq, Bo"l- u Sltys "*6qt, U"'K '/st"p File Name : Price&BankPlaza Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Passenger Vehicles - Heavy Vehicles - UTurns PRICE STREET Southbound SHOPS AT EAGLE CREEK Westbound PRICE STREET Northbound FIFTH THIRD BANK Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:30 AM 40 18 10 68 10 3 76 89 1 27 4 32 11 4 2 17 206 11:45 AM 54 14 5 73 3 2 76 81 1 18 2 21 7 1 1 9 184 Total 94 32 15 141 13 5 152 170 2 45 6 53 18 5 3 26 390 12:00 PM 47 10 9 66 2 5 70 77 0 22 5 27 6 2 0 8 178 12:15 PM 56 13 6 75 6 1 82 89 0 17 5 22 6 3 1 10 196 12:30 PM 47 13 11 71 6 1 65 72 0 23 5 28 5 1 2 8 179 12:45 PM 49 21 5 75 7 0 76 83 1 28 7 36 10 1 1 12 206 Total 199 57 31 287 21 7 293 321 1 90 22 113 27 7 4 38 759 01:00 PM 44 18 9 71 6 1 76 83 0 22 3 25 6 2 0 8 187 01:15 PM 38 20 11 69 2 4 67 73 1 22 1 24 8 1 0 9 175 *** BREAK *** Total 82 38 20 140 8 5 143 156 1 44 4 49 14 3 0 17 362 *** BREAK *** 04:00 PM 45 19 5 69 5 2 76 83 0 20 1 21 4 0 1 5 178 04:15 PM 47 15 7 69 4 1 51 56 0 32 6 38 7 1 2 10 173 04:30 PM 50 12 2 64 7 1 55 63 2 21 2 25 6 0 0 6 158 04:45 PM 50 20 4 74 2 0 64 66 0 27 4 31 3 1 0 4 175 Total 192 66 18 276 18 4 246 268 2 100 13 115 20 2 3 25 684 05:00 PM 40 17 3 60 2 1 58 61 0 29 3 32 3 2 1 6 159 05:15 PM 30 9 4 43 0 0 49 49 0 23 8 31 6 0 0 6 129 05:30 PM 30 20 2 52 3 0 52 55 0 25 2 27 4 2 0 6 140 05:45 PM 30 13 2 45 4 0 58 62 0 26 3 29 0 1 0 1 137 Total 130 59 11 200 9 1 217 227 0 103 16 119 13 5 1 19 565 Grand Total 697 252 95 1044 69 22 1051 1142 6 382 61 449 92 22 11 125 2760 Apprch %66.8 24.1 9.1 6 1.9 92 1.3 85.1 13.6 73.6 17.6 8.8 Total %25.3 9.1 3.4 37.8 2.5 0.8 38.1 41.4 0.2 13.8 2.2 16.3 3.3 0.8 0.4 4.5 Passenger Vehicles 690 234 95 1019 69 22 1048 1139 5 362 61 428 92 22 10 124 2710 % Passenger Vehicles 99 92.9 100 97.6 100 100 99.7 99.7 83.3 94.8 100 95.3 100 100 90.9 99.2 98.2 Heavy Vehicles 3 18 0 21 0 0 3 3 1 20 0 21 0 0 1 1 46 % Heavy Vehicles 0.4 7.1 0 2 0 0 0.3 0.3 16.7 5.2 0 4.7 0 0 9.1 0.8 1.7 UTurns 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 % UTurns 0.6 0 0 0.4 0 0 0 0 0 0 0 0 0 0 0 0 0.1 Intersection Turning Movement Count File Name : Price&BankPlaza Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: PRICE STREET Southbound SHOPS AT EAGLE CREEK Westbound PRICE STREET Northbound FIFTH THIRD BANK Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:15 PM 12:15 PM 56 13 6 75 6 1 82 89 0 17 5 22 6 3 1 10 196 12:30 PM 47 13 11 71 6 1 65 72 0 23 5 28 5 1 2 8 179 12:45 PM 49 21 5 75 7 0 76 83 1 28 7 36 10 1 1 12 206 01:00 PM 44 18 9 71 6 1 76 83 0 22 3 25 6 2 0 8 187 Total Volume 196 65 31 292 25 3 299 327 1 90 20 111 27 7 4 38 768 % App. Total 67.1 22.3 10.6 7.6 0.9 91.4 0.9 81.1 18 71.1 18.4 10.5 PHF .875 .774 .705 .973 .893 .750 .912 .919 .250 .804 .714 .771 .675 .583 .500 .792 .932 Passenger Vehicles 194 59 31 284 25 3 298 326 0 85 20 105 27 7 3 37 752 % Passenger Vehicles 99.0 90.8 100 97.3 100 100 99.7 99.7 0 94.4 100 94.6 100 100 75.0 97.4 97.9 Heavy Vehicles 1 6 0 7 0 0 1 1 1 5 0 6 0 0 1 1 15 % Heavy Vehicles 0.5 9.2 0 2.4 0 0 0.3 0.3 100 5.6 0 5.4 0 0 25.0 2.6 2.0 UTurns 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 % UTurns 0.5 0 0 0.3 0 0 0 0 0 0 0 0 0 0 0 0 0.1 Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 12:15 PM 11:30 AM 12:00 PM 11:30 AM +0 mins.56 13 6 75 10 3 76 89 0 22 5 27 11 4 2 17 +15 mins.47 13 11 71 3 2 76 81 0 17 5 22 7 1 1 9 +30 mins.49 21 5 75 2 5 70 77 0 23 5 28 6 2 0 8 +45 mins.44 18 9 71 6 1 82 89 1 28 7 36 6 3 1 10 Total Volume 196 65 31 292 21 11 304 336 1 90 22 113 30 10 4 44 % App. Total 67.1 22.3 10.6 6.2 3.3 90.5 0.9 79.6 19.5 68.2 22.7 9.1 PHF .875 .774 .705 .973 .525 .550 .927 .944 .250 .804 .786 .785 .682 .625 .500 .647 Passenger Vehicles 194 59 31 284 21 11 304 336 0 83 22 105 30 10 4 44 % Passenger Vehicles 99 90.8 100 97.3 100 100 100 100 0 92.2 100 92.9 100 100 100 100 Heavy Vehicles 1 6 0 7 0 0 0 0 1 7 0 8 0 0 0 0 % Heavy Vehicles 0.5 9.2 0 2.4 0 0 0 0 100 7.8 0 7.1 0 0 0 0 UTurns 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 % UTurns 0.5 0 0 0.3 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 45 19 5 69 5 2 76 83 0 20 1 21 4 0 1 5 178 04:15 PM 47 15 7 69 4 1 51 56 0 32 6 38 7 1 2 10 173 04:30 PM 50 12 2 64 7 1 55 63 2 21 2 25 6 0 0 6 158 04:45 PM 50 20 4 74 2 0 64 66 0 27 4 31 3 1 0 4 175 Total Volume 192 66 18 276 18 4 246 268 2 100 13 115 20 2 3 25 684 % App. Total 69.6 23.9 6.5 6.7 1.5 91.8 1.7 87 11.3 80 8 12 PHF .960 .825 .643 .932 .643 .500 .809 .807 .250 .781 .542 .757 .714 .500 .375 .625 .961 Passenger Vehicles 190 62 18 270 18 4 245 267 2 94 13 109 20 2 3 25 671 % Passenger Vehicles 99.0 93.9 100 97.8 100 100 99.6 99.6 100 94.0 100 94.8 100 100 100 100 98.1 Intersection Turning Movement Count Heavy Vehicles 1 4 0 5 0 0 1 1 0 6 0 6 0 0 0 0 12 % Heavy Vehicles 0.5 6.1 0 1.8 0 0 0.4 0.4 0 6.0 0 5.2 0 0 0 0 1.8 UTurns 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 % UTurns 0.5 0 0 0.4 0 0 0 0 0 0 0 0 0 0 0 0 0.1 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:15 PM 04:15 PM +0 mins.45 19 5 69 5 2 76 83 0 32 6 38 7 1 2 10 +15 mins.47 15 7 69 4 1 51 56 2 21 2 25 6 0 0 6 +30 mins.50 12 2 64 7 1 55 63 0 27 4 31 3 1 0 4 +45 mins.50 20 4 74 2 0 64 66 0 29 3 32 3 2 1 6 Total Volume 192 66 18 276 18 4 246 268 2 109 15 126 19 4 3 26 % App. Total 69.6 23.9 6.5 6.7 1.5 91.8 1.6 86.5 11.9 73.1 15.4 11.5 PHF .960 .825 .643 .932 .643 .500 .809 .807 .250 .852 .625 .829 .679 .500 .375 .650 Passenger Vehicles 190 62 18 270 18 4 245 267 2 103 15 120 19 4 3 26 % Passenger Vehicles 99 93.9 100 97.8 100 100 99.6 99.6 100 94.5 100 95.2 100 100 100 100 Heavy Vehicles 1 4 0 5 0 0 1 1 0 6 0 6 0 0 0 0 % Heavy Vehicles 0.5 6.1 0 1.8 0 0 0.4 0.4 0 5.5 0 4.8 0 0 0 0 UTurns 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 % UTurns 0.5 0 0 0.4 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Turning Movement Count File Name : Price&BankPlaza Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Passenger Vehicles PRICE STREET Southbound SHOPS AT EAGLE CREEK Westbound PRICE STREET Northbound FIFTH THIRD BANK Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:30 AM 40 18 10 68 10 3 76 89 1 27 4 32 11 4 2 17 206 11:45 AM 53 12 5 70 3 2 76 81 1 16 2 19 7 1 1 9 179 Total 93 30 15 138 13 5 152 170 2 43 6 51 18 5 3 26 385 12:00 PM 46 9 9 64 2 5 70 77 0 20 5 25 6 2 0 8 174 12:15 PM 55 10 6 71 6 1 82 89 0 15 5 20 6 3 1 10 190 12:30 PM 47 12 11 70 6 1 65 72 0 22 5 27 5 1 2 8 177 12:45 PM 48 20 5 73 7 0 76 83 0 26 7 33 10 1 0 11 200 Total 196 51 31 278 21 7 293 321 0 83 22 105 27 7 3 37 741 01:00 PM 44 17 9 70 6 1 75 82 0 22 3 25 6 2 0 8 185 01:15 PM 37 19 11 67 2 4 66 72 1 20 1 22 8 1 0 9 170 *** BREAK *** Total 81 36 20 137 8 5 141 154 1 42 4 47 14 3 0 17 355 *** BREAK *** 04:00 PM 44 18 5 67 5 2 76 83 0 19 1 20 4 0 1 5 175 04:15 PM 47 12 7 66 4 1 50 55 0 30 6 36 7 1 2 10 167 04:30 PM 50 12 2 64 7 1 55 63 2 19 2 23 6 0 0 6 156 04:45 PM 49 20 4 73 2 0 64 66 0 26 4 30 3 1 0 4 173 Total 190 62 18 270 18 4 245 267 2 94 13 109 20 2 3 25 671 05:00 PM 40 15 3 58 2 1 58 61 0 28 3 31 3 2 1 6 156 05:15 PM 30 9 4 43 0 0 49 49 0 22 8 30 6 0 0 6 128 05:30 PM 30 18 2 50 3 0 52 55 0 25 2 27 4 2 0 6 138 05:45 PM 30 13 2 45 4 0 58 62 0 25 3 28 0 1 0 1 136 Total 130 55 11 196 9 1 217 227 0 100 16 116 13 5 1 19 558 Grand Total 690 234 95 1019 69 22 1048 1139 5 362 61 428 92 22 10 124 2710 Apprch %67.7 23 9.3 6.1 1.9 92 1.2 84.6 14.3 74.2 17.7 8.1 Total %25.5 8.6 3.5 37.6 2.5 0.8 38.7 42 0.2 13.4 2.3 15.8 3.4 0.8 0.4 4.6 Intersection Turning Movement Count File Name : Price&BankPlaza Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: PRICE STREET Southbound SHOPS AT EAGLE CREEK Westbound PRICE STREET Northbound FIFTH THIRD BANK Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:15 PM 12:15 PM 55 10 6 71 6 1 82 89 0 15 5 20 6 3 1 10 190 12:30 PM 47 12 11 70 6 1 65 72 0 22 5 27 5 1 2 8 177 12:45 PM 48 20 5 73 7 0 76 83 0 26 7 33 10 1 0 11 200 01:00 PM 44 17 9 70 6 1 75 82 0 22 3 25 6 2 0 8 185 Total Volume 194 59 31 284 25 3 298 326 0 85 20 105 27 7 3 37 752 % App. Total 68.3 20.8 10.9 7.7 0.9 91.4 0 81 19 73 18.9 8.1 PHF .882 .738 .705 .973 .893 .750 .909 .916 .000 .817 .714 .795 .675 .583 .375 .841 .940 Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 12:15 PM 11:30 AM 12:30 PM 11:30 AM +0 mins.55 10 6 71 10 3 76 89 0 22 5 27 11 4 2 17 +15 mins.47 12 11 70 3 2 76 81 0 26 7 33 7 1 1 9 +30 mins.48 20 5 73 2 5 70 77 0 22 3 25 6 2 0 8 +45 mins.44 17 9 70 6 1 82 89 1 20 1 22 6 3 1 10 Total Volume 194 59 31 284 21 11 304 336 1 90 16 107 30 10 4 44 % App. Total 68.3 20.8 10.9 6.2 3.3 90.5 0.9 84.1 15 68.2 22.7 9.1 PHF .882 .738 .705 .973 .525 .550 .927 .944 .250 .865 .571 .811 .682 .625 .500 .647 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 44 18 5 67 5 2 76 83 0 19 1 20 4 0 1 5 175 04:15 PM 47 12 7 66 4 1 50 55 0 30 6 36 7 1 2 10 167 04:30 PM 50 12 2 64 7 1 55 63 2 19 2 23 6 0 0 6 156 04:45 PM 49 20 4 73 2 0 64 66 0 26 4 30 3 1 0 4 173 Total Volume 190 62 18 270 18 4 245 267 2 94 13 109 20 2 3 25 671 % App. Total 70.4 23 6.7 6.7 1.5 91.8 1.8 86.2 11.9 80 8 12 PHF .950 .775 .643 .925 .643 .500 .806 .804 .250 .783 .542 .757 .714 .500 .375 .625 .959 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:15 PM 04:15 PM +0 mins.44 18 5 67 5 2 76 83 0 30 6 36 7 1 2 10 +15 mins.47 12 7 66 4 1 50 55 2 19 2 23 6 0 0 6 +30 mins.50 12 2 64 7 1 55 63 0 26 4 30 3 1 0 4 +45 mins.49 20 4 73 2 0 64 66 0 28 3 31 3 2 1 6 Total Volume 190 62 18 270 18 4 245 267 2 103 15 120 19 4 3 26 % App. Total 70.4 23 6.7 6.7 1.5 91.8 1.7 85.8 12.5 73.1 15.4 11.5 PHF .950 .775 .643 .925 .643 .500 .806 .804 .250 .858 .625 .833 .679 .500 .375 .650 Intersection Turning Movement Count File Name : Price&BankPlaza Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Heavy Vehicles PRICE STREET Southbound SHOPS AT EAGLE CREEK Westbound PRICE STREET Northbound FIFTH THIRD BANK Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total *** BREAK *** 11:45 AM 1 2 0 3 0 0 0 0 0 2 0 2 0 0 0 0 5 Total 1 2 0 3 0 0 0 0 0 2 0 2 0 0 0 0 5 12:00 PM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3 12:15 PM 1 3 0 4 0 0 0 0 0 2 0 2 0 0 0 0 6 12:30 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 12:45 PM 0 1 0 1 0 0 0 0 1 2 0 3 0 0 1 1 5 Total 1 6 0 7 0 0 0 0 1 7 0 8 0 0 1 1 16 01:00 PM 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 2 01:15 PM 0 1 0 1 0 0 1 1 0 2 0 2 0 0 0 0 4 *** BREAK *** Total 0 2 0 2 0 0 2 2 0 2 0 2 0 0 0 0 6 *** BREAK *** 04:00 PM 1 1 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 04:15 PM 0 3 0 3 0 0 1 1 0 2 0 2 0 0 0 0 6 04:30 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 04:45 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 Total 1 4 0 5 0 0 1 1 0 6 0 6 0 0 0 0 12 05:00 PM 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 05:15 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 05:30 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 05:45 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 Total 0 4 0 4 0 0 0 0 0 3 0 3 0 0 0 0 7 Grand Total 3 18 0 21 0 0 3 3 1 20 0 21 0 0 1 1 46 Apprch %14.3 85.7 0 0 0 100 4.8 95.2 0 0 0 100 Total %6.5 39.1 0 45.7 0 0 6.5 6.5 2.2 43.5 0 45.7 0 0 2.2 2.2 Intersection Turning Movement Count File Name : Price&BankPlaza Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: PRICE STREET Southbound SHOPS AT EAGLE CREEK Westbound PRICE STREET Northbound FIFTH THIRD BANK Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:45 AM 11:45 AM 1 2 0 3 0 0 0 0 0 2 0 2 0 0 0 0 5 12:00 PM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3 12:15 PM 1 3 0 4 0 0 0 0 0 2 0 2 0 0 0 0 6 12:30 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 Total Volume 2 7 0 9 0 0 0 0 0 7 0 7 0 0 0 0 16 % App. Total 22.2 77.8 0 0 0 0 0 100 0 0 0 0 PHF .500 .583 .000 .563 .000 .000 .000 .000 .000 .875 .000 .875 .000 .000 .000 .000 .667 Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 11:45 AM 12:30 PM 12:00 PM 12:00 PM +0 mins.1 2 0 3 0 0 0 0 0 2 0 2 0 0 0 0 +15 mins.0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 +30 mins.1 3 0 4 0 0 1 1 0 1 0 1 0 0 0 0 +45 mins.0 1 0 1 0 0 1 1 1 2 0 3 0 0 1 1 Total Volume 2 7 0 9 0 0 2 2 1 7 0 8 0 0 1 1 % App. Total 22.2 77.8 0 0 0 100 12.5 87.5 0 0 0 100 PHF .500 .583 .000 .563 .000 .000 .500 .500 .250 .875 .000 .667 .000 .000 .250 .250 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 1 1 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 04:15 PM 0 3 0 3 0 0 1 1 0 2 0 2 0 0 0 0 6 04:30 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 04:45 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 Total Volume 1 4 0 5 0 0 1 1 0 6 0 6 0 0 0 0 12 % App. Total 20 80 0 0 0 100 0 100 0 0 0 0 PHF .250 .333 .000 .417 .000 .000 .250 .250 .000 .750 .000 .750 .000 .000 .000 .000 .500 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.1 1 0 2 0 0 0 0 0 1 0 1 0 0 0 0 +15 mins.0 3 0 3 0 0 1 1 0 2 0 2 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 +45 mins.0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 Total Volume 1 4 0 5 0 0 1 1 0 6 0 6 0 0 0 0 % App. Total 20 80 0 0 0 100 0 100 0 0 0 0 PHF .250 .333 .000 .417 .000 .000 .250 .250 .000 .750 .000 .750 .000 .000 .000 .000 Intersection Turning Movement Count File Name : Price&BankPlaza Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- UTurns PRICE STREET Southbound SHOPS AT EAGLE CREEK Westbound PRICE STREET Northbound FIFTH THIRD BANK Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total *** BREAK *** 12:00 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** 12:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 *** BREAK *** 01:15 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** Total 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** 04:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 *** BREAK *** Grand Total 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 Apprch %100 0 0 0 0 0 0 0 0 0 0 0 Total %100 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 PRICE STREET Southbound SHOPS AT EAGLE CREEK Westbound PRICE STREET Northbound FIFTH THIRD BANK Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total Volume 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 % App. Total 100 0 0 0 0 0 0 0 0 0 0 0 PHF .500 .000 .000 .500 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 Intersection Turning Movement Count File Name : Price&BankPlaza Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: PRICE STREET Southbound SHOPS AT EAGLE CREEK Westbound PRICE STREET Northbound FIFTH THIRD BANK Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 12:00 PM 11:30 AM 11:30 AM 11:30 AM +0 mins.1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins.1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 100 0 0 0 0 0 0 0 0 0 0 0 PHF .500 .000 .000 .500 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total Volume 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 % App. Total 100 0 0 0 0 0 0 0 0 0 0 0 PHF .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins.1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 100 0 0 0 0 0 0 0 0 0 0 0 PHF .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Intersection Turning Movement Count Date: Day: Wednesday Count Times: 11:30am-1:30pm & 4-6pm Weather: Clear Intersection: Price Street at Bank/Plaza Driveways Comments: C - Children under 12; S - Seniors 65 or over; D - Physical Disability 1 PED 4122+C1 BIKE PED 1 BIKE 1 2 1 1 N 11:30- 12:00 12:00- 12:30 12:30- 1:00 1:00- 1:30 4:00- 4:30 4:30- 5:00 5:00- 5:30 5:30- 6:00 PED BIKE PED BIKE 31+S 11:30- 12:00 11:30- 12:00 4312:00- 12:30 12:00- 12:30 12 3 12:30- 1:00 12:30- 1:00 1121:00- 1:30 1:00- 1:30 S 2 1 2+2C 4:00- 4:30 4:00- 4:30 1+C 114:30- 5:00 4:30- 5:00 1 115:00- 5:30 5:00- 5:30 5:30- 6:00 5:30- 6:00 PED BIKE PED BIKE 11:30- 12:00 12:00- 12:30 12:30- 1:00 1:00- 1:30 4:00- 4:30 4:30- 5:00 5:00- 5:30 5:30- 6:00 S1 PED 21+C1BIKE PED BIKE 1 3 12 1 Intersection Pedestrian & Bicycle Count Hour Peds/Bikes Crossing North Leg 2/17/2016 Peds/Bikes Crossing South LegPeds/Bikes Crossing West LegPeds/Bikes Crossing East LegPlaza PriceBank BanksPED Turning Movement Count Field Data Sheet & Sketch Date: Major Street: Minor Street: City/County: -2'count Times: <o *a - h 36 rn f {- ( Direction: E-W Speed , Direction: N-S Speed Limit:Aiffh mph Weather: C ( "o. 7q.\ts ,*soga@ Intersection Sketch sb? 5Ea 1t 11 qg 23 2t s9-8 5B-s ffi- 21 E4- 2rl 47- 5o- 152 s. lszs l(bs. h;.91- -25 o- Fil+h1-hird bnk \\ Q" \ \ File Name : US41&Triangle Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Passenger Vehicles - Heavy Vehicles - UTurns TRIANGLE BOULEVARD Southbound US 41 Westbound PRICE STREET Northbound US 41 Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Int. Total 11:30 AM 62 15 39 13 129 16 240 6 13 275 49 31 14 9 103 47 290 24 14 375 882 11:45 AM 52 20 37 4 113 14 254 13 8 289 54 30 16 6 106 61 265 29 12 367 875 Total 114 35 76 17 242 30 494 19 21 564 103 61 30 15 209 108 555 53 26 742 1757 12:00 PM 40 24 28 9 101 11 257 16 11 295 48 23 13 12 96 55 244 19 13 331 823 12:15 PM 48 33 44 8 133 21 305 25 13 364 49 36 15 11 111 46 251 16 12 325 933 12:30 PM 49 26 39 13 127 17 246 12 10 285 42 23 13 16 94 48 266 18 13 345 851 12:45 PM 50 21 39 17 127 17 278 12 9 316 45 38 18 9 110 53 225 34 8 320 873 Total 187 104 150 47 488 66 1086 65 43 1260 184 120 59 48 411 202 986 87 46 1321 3480 01:00 PM 50 19 21 14 104 14 269 9 8 300 46 33 11 11 101 56 220 31 8 315 820 01:15 PM 47 17 36 16 116 16 260 6 7 289 41 35 10 15 101 56 253 22 21 352 858 *** BREAK *** Total 97 36 57 30 220 30 529 15 15 589 87 68 21 26 202 112 473 53 29 667 1678 *** BREAK *** 04:00 PM 53 18 33 13 117 14 268 5 15 302 48 35 14 6 103 52 234 18 16 320 842 04:15 PM 51 20 23 17 111 16 296 9 6 327 42 27 10 12 91 56 275 21 16 368 897 04:30 PM 47 19 38 13 117 15 302 16 3 336 40 15 12 9 76 57 315 26 13 411 940 04:45 PM 47 24 37 5 113 13 256 10 9 288 48 27 8 18 101 73 289 18 25 405 907 Total 198 81 131 48 458 58 1122 40 33 1253 178 104 44 45 371 238 1113 83 70 1504 3586 05:00 PM 48 12 20 20 100 14 298 15 7 334 35 30 6 13 84 55 280 20 14 369 887 05:15 PM 62 10 37 15 124 14 294 11 15 334 40 19 8 14 81 55 283 13 13 364 903 05:30 PM 39 18 20 12 89 13 298 12 4 327 37 26 12 10 85 49 286 16 9 360 861 05:45 PM 34 13 32 17 96 11 307 15 5 338 41 30 9 2 82 54 269 18 4 345 861 Total 183 53 109 64 409 52 1197 53 31 1333 153 105 35 39 332 213 1118 67 40 1438 3512 Grand Total 779 309 523 206 1817 236 4428 192 143 4999 705 458 189 173 1525 873 4245 343 211 5672 14013 Apprch %42.9 17 28.8 11.3 4.7 88.6 3.8 2.9 46.2 30 12.4 11.3 15.4 74.8 6 3.7 Total %5.6 2.2 3.7 1.5 13 1.7 31.6 1.4 1 35.7 5 3.3 1.3 1.2 10.9 6.2 30.3 2.4 1.5 40.5 Passenger Vehicles 764 306 513 200 1783 171 4325 192 140 4828 698 456 180 168 1502 812 4150 338 207 5507 13620 % Passenger Vehicles 98.1 99 98.1 97.1 98.1 72.5 97.7 100 97.9 96.6 99 99.6 95.2 97.1 98.5 93 97.8 98.5 98.1 97.1 97.2 Heavy Vehicles 12 3 10 6 31 7 103 0 3 113 7 2 9 5 23 10 95 5 4 114 281 % Heavy Vehicles 1.5 1 1.9 2.9 1.7 3 2.3 0 2.1 2.3 1 0.4 4.8 2.9 1.5 1.1 2.2 1.5 1.9 2 2 UTurns 3 0 0 0 3 58 0 0 0 58 0 0 0 0 0 51 0 0 0 51 112 % UTurns 0.4 0 0 0 0.2 24.6 0 0 0 1.2 0 0 0 0 0 5.8 0 0 0 0.9 0.8 Intersection Turning Movement Count File Name : US41&Triangle Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: TRIANGLE BOULEVARD Southbound US 41 Westbound PRICE STREET Northbound US 41 Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:30 AM 11:30 AM 62 15 39 13 129 16 240 6 13 275 49 31 14 9 103 47 290 24 14 375 882 11:45 AM 52 20 37 4 113 14 254 13 8 289 54 30 16 6 106 61 265 29 12 367 875 12:00 PM 40 24 28 9 101 11 257 16 11 295 48 23 13 12 96 55 244 19 13 331 823 12:15 PM 48 33 44 8 133 21 305 25 13 364 49 36 15 11 111 46 251 16 12 325 933 Total Volume 202 92 148 34 476 62 1056 60 45 1223 200 120 58 38 416 209 1050 88 51 1398 3513 % App. Total 42.4 19.3 31.1 7.1 5.1 86.3 4.9 3.7 48.1 28.8 13.9 9.1 14.9 75.1 6.3 3.6 PHF .815 .697 .841 .654 .895 .738 .866 .600 .865 .840 .926 .833 .906 .792 .937 .857 .905 .759 .911 .932 .941 Passenger Vehicles 198 91 144 33 466 48 1028 60 44 1180 198 120 56 36 410 180 1016 86 49 1331 3387 % Passenger Vehicles 98.0 98.9 97.3 97.1 97.9 77.4 97.3 100 97.8 96.5 99.0 100 96.6 94.7 98.6 86.1 96.8 97.7 96.1 95.2 96.4 Heavy Vehicles 4 1 4 1 10 3 28 0 1 32 2 0 2 2 6 6 34 2 2 44 92 % Heavy Vehicles 2.0 1.1 2.7 2.9 2.1 4.8 2.7 0 2.2 2.6 1.0 0 3.4 5.3 1.4 2.9 3.2 2.3 3.9 3.1 2.6 UTurns 0 0 0 0 0 11 0 0 0 11 0 0 0 0 0 23 0 0 0 23 34 % UTurns 0 0 0 0 0 17.7 0 0 0 0.9 0 0 0 0 0 11.0 0 0 0 1.6 1.0 Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 12:15 PM 12:15 PM 11:30 AM 11:30 AM +0 mins.48 33 44 8 133 21 305 25 13 364 49 31 14 9 103 47 290 24 14 375 +15 mins.49 26 39 13 127 17 246 12 10 285 54 30 16 6 106 61 265 29 12 367 +30 mins.50 21 39 17 127 17 278 12 9 316 48 23 13 12 96 55 244 19 13 331 +45 mins.50 19 21 14 104 14 269 9 8 300 49 36 15 11 111 46 251 16 12 325 Total Volume 197 99 143 52 491 69 1098 58 40 1265 200 120 58 38 416 209 1050 88 51 1398 % App. Total 40.1 20.2 29.1 10.6 5.5 86.8 4.6 3.2 48.1 28.8 13.9 9.1 14.9 75.1 6.3 3.6 PHF .985 .750 .813 .765 .923 .821 .900 .580 .769 .869 .926 .833 .906 .792 .937 .857 .905 .759 .911 .932 Passenger Vehicles 195 98 138 51 482 51 1066 58 38 1213 198 120 56 36 410 180 1016 86 49 1331 % Passenger Vehicles 99 99 96.5 98.1 98.2 73.9 97.1 100 95 95.9 99 100 96.6 94.7 98.6 86.1 96.8 97.7 96.1 95.2 Heavy Vehicles 2 1 5 1 9 2 32 0 2 36 2 0 2 2 6 6 34 2 2 44 % Heavy Vehicles 1 1 3.5 1.9 1.8 2.9 2.9 0 5 2.8 1 0 3.4 5.3 1.4 2.9 3.2 2.3 3.9 3.1 UTurns 0 0 0 0 0 16 0 0 0 16 0 0 0 0 0 23 0 0 0 23 % UTurns 0 0 0 0 0 23.2 0 0 0 1.3 0 0 0 0 0 11 0 0 0 1.6 Intersection Turning Movement Count File Name : US41&Triangle Site Code : 16003 Start Date : 2/17/2016 Page No : 3 City/County: Naples/Collier Weather: Clear Comments: TRIANGLE BOULEVARD Southbound US 41 Westbound PRICE STREET Northbound US 41 Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 47 19 38 13 117 15 302 16 3 336 40 15 12 9 76 57 315 26 13 411 940 04:45 PM 47 24 37 5 113 13 256 10 9 288 48 27 8 18 101 73 289 18 25 405 907 05:00 PM 48 12 20 20 100 14 298 15 7 334 35 30 6 13 84 55 280 20 14 369 887 05:15 PM 62 10 37 15 124 14 294 11 15 334 40 19 8 14 81 55 283 13 13 364 903 Total Volume 204 65 132 53 454 56 1150 52 34 1292 163 91 34 54 342 240 1167 77 65 1549 3637 % App. Total 44.9 14.3 29.1 11.7 4.3 89 4 2.6 47.7 26.6 9.9 15.8 15.5 75.3 5 4.2 PHF .823 .677 .868 .663 .915 .933 .952 .813 .567 .961 .849 .758 .708 .750 .847 .822 .926 .740 .650 .942 .967 Passenger Vehicles 203 65 131 51 450 33 1134 52 34 1253 161 91 31 54 337 228 1150 76 65 1519 3559 % Passenger Vehicles 99.5 100 99.2 96.2 99.1 58.9 98.6 100 100 97.0 98.8 100 91.2 100 98.5 95.0 98.5 98.7 100 98.1 97.9 Heavy Vehicles 1 0 1 2 4 1 16 0 0 17 2 0 3 0 5 1 17 1 0 19 45 % Heavy Vehicles 0.5 0 0.8 3.8 0.9 1.8 1.4 0 0 1.3 1.2 0 8.8 0 1.5 0.4 1.5 1.3 0 1.2 1.2 UTurns 0 0 0 0 0 22 0 0 0 22 0 0 0 0 0 11 0 0 0 11 33 % UTurns 0 0 0 0 0 39.3 0 0 0 1.7 0 0 0 0 0 4.6 0 0 0 0.7 0.9 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 04:00 PM 04:15 PM +0 mins.53 18 33 13 117 14 298 15 7 334 48 35 14 6 103 56 275 21 16 368 +15 mins.51 20 23 17 111 14 294 11 15 334 42 27 10 12 91 57 315 26 13 411 +30 mins.47 19 38 13 117 13 298 12 4 327 40 15 12 9 76 73 289 18 25 405 +45 mins.47 24 37 5 113 11 307 15 5 338 48 27 8 18 101 55 280 20 14 369 Total Volume 198 81 131 48 458 52 1197 53 31 1333 178 104 44 45 371 241 1159 85 68 1553 % App. Total 43.2 17.7 28.6 10.5 3.9 89.8 4 2.3 48 28 11.9 12.1 15.5 74.6 5.5 4.4 PHF .934 .844 .862 .706 .979 .929 .975 .883 .517 .986 .927 .743 .786 .625 .900 .825 .920 .817 .680 .945 Passenger Vehicles 193 81 130 48 452 36 1179 53 31 1299 176 104 40 44 364 230 1137 83 68 1518 % Passenger Vehicles 97.5 100 99.2 100 98.7 69.2 98.5 100 100 97.4 98.9 100 90.9 97.8 98.1 95.4 98.1 97.6 100 97.7 Heavy Vehicles 4 0 1 0 5 2 18 0 0 20 2 0 4 1 7 1 22 2 0 25 % Heavy Vehicles 2 0 0.8 0 1.1 3.8 1.5 0 0 1.5 1.1 0 9.1 2.2 1.9 0.4 1.9 2.4 0 1.6 UTurns 1 0 0 0 1 14 0 0 0 14 0 0 0 0 0 10 0 0 0 10 % UTurns 0.5 0 0 0 0.2 26.9 0 0 0 1.1 0 0 0 0 0 4.1 0 0 0 0.6 Intersection Turning Movement Count File Name : US41&Triangle Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Passenger Vehicles TRIANGLE BOULEVARD Southbound US 41 Westbound PRICE STREET Northbound US 41 Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Int. Total 11:30 AM 60 15 38 13 126 15 234 6 12 267 49 31 14 9 103 38 281 24 14 357 853 11:45 AM 51 19 35 3 108 11 246 13 8 278 53 30 16 5 104 55 250 28 12 345 835 Total 111 34 73 16 234 26 480 19 20 545 102 61 30 14 207 93 531 52 26 702 1688 12:00 PM 39 24 28 9 100 10 252 16 11 289 47 23 13 11 94 46 239 18 13 316 799 12:15 PM 48 33 43 8 132 12 296 25 13 346 49 36 13 11 109 41 246 16 10 313 900 12:30 PM 48 26 38 13 125 14 236 12 8 270 42 23 13 15 93 46 261 18 12 337 825 12:45 PM 50 21 39 16 126 12 273 12 9 306 45 37 17 9 108 49 220 33 8 310 850 Total 185 104 148 46 483 48 1057 65 41 1211 183 119 56 46 404 182 966 85 43 1276 3374 01:00 PM 49 18 18 14 99 13 261 9 8 291 45 33 11 11 100 54 213 31 8 306 796 01:15 PM 45 16 36 14 111 10 257 6 7 280 40 34 10 14 98 52 244 22 21 339 828 *** BREAK *** Total 94 34 54 28 210 23 518 15 15 571 85 67 21 25 198 106 457 53 29 645 1624 *** BREAK *** 04:00 PM 51 18 33 13 115 14 246 5 15 280 48 35 13 6 102 49 230 18 15 312 809 04:15 PM 49 20 22 17 108 11 294 9 6 320 41 27 9 11 88 54 265 20 16 355 871 04:30 PM 47 19 38 13 117 6 297 16 3 322 39 15 11 9 74 54 311 26 13 404 917 04:45 PM 46 24 37 5 112 7 254 10 9 280 48 27 7 18 100 73 286 18 25 402 894 Total 193 81 130 48 452 38 1091 40 33 1202 176 104 40 44 364 230 1092 82 69 1473 3491 05:00 PM 48 12 20 19 99 11 293 15 7 326 35 30 5 13 83 49 275 19 14 357 865 05:15 PM 62 10 36 14 122 9 290 11 15 325 39 19 8 14 80 52 278 13 13 356 883 05:30 PM 37 18 20 12 87 8 291 12 4 315 37 26 12 10 85 47 283 16 9 355 842 05:45 PM 34 13 32 17 96 8 305 15 5 333 41 30 8 2 81 53 268 18 4 343 853 Total 181 53 108 62 404 36 1179 53 31 1299 152 105 33 39 329 201 1104 66 40 1411 3443 Grand Total 764 306 513 200 1783 171 4325 192 140 4828 698 456 180 168 1502 812 4150 338 207 5507 13620 Apprch %42.8 17.2 28.8 11.2 3.5 89.6 4 2.9 46.5 30.4 12 11.2 14.7 75.4 6.1 3.8 Total %5.6 2.2 3.8 1.5 13.1 1.3 31.8 1.4 1 35.4 5.1 3.3 1.3 1.2 11 6 30.5 2.5 1.5 40.4 Intersection Turning Movement Count File Name : US41&Triangle Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: TRIANGLE BOULEVARD Southbound US 41 Westbound PRICE STREET Northbound US 41 Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:30 AM 11:30 AM 60 15 38 13 126 15 234 6 12 267 49 31 14 9 103 38 281 24 14 357 853 11:45 AM 51 19 35 3 108 11 246 13 8 278 53 30 16 5 104 55 250 28 12 345 835 12:00 PM 39 24 28 9 100 10 252 16 11 289 47 23 13 11 94 46 239 18 13 316 799 12:15 PM 48 33 43 8 132 12 296 25 13 346 49 36 13 11 109 41 246 16 10 313 900 Total Volume 198 91 144 33 466 48 1028 60 44 1180 198 120 56 36 410 180 1016 86 49 1331 3387 % App. Total 42.5 19.5 30.9 7.1 4.1 87.1 5.1 3.7 48.3 29.3 13.7 8.8 13.5 76.3 6.5 3.7 PHF .825 .689 .837 .635 .883 .800 .868 .600 .846 .853 .934 .833 .875 .818 .940 .818 .904 .768 .875 .932 .941 Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 12:00 PM 12:15 PM 11:30 AM 11:30 AM +0 mins.39 24 28 9 100 12 296 25 13 346 49 31 14 9 103 38 281 24 14 357 +15 mins.48 33 43 8 132 14 236 12 8 270 53 30 16 5 104 55 250 28 12 345 +30 mins.48 26 38 13 125 12 273 12 9 306 47 23 13 11 94 46 239 18 13 316 +45 mins.50 21 39 16 126 13 261 9 8 291 49 36 13 11 109 41 246 16 10 313 Total Volume 185 104 148 46 483 51 1066 58 38 1213 198 120 56 36 410 180 1016 86 49 1331 % App. Total 38.3 21.5 30.6 9.5 4.2 87.9 4.8 3.1 48.3 29.3 13.7 8.8 13.5 76.3 6.5 3.7 PHF .925 .788 .860 .719 .915 .911 .900 .580 .731 .876 .934 .833 .875 .818 .940 .818 .904 .768 .875 .932 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 47 19 38 13 117 6 297 16 3 322 39 15 11 9 74 54 311 26 13 404 917 04:45 PM 46 24 37 5 112 7 254 10 9 280 48 27 7 18 100 73 286 18 25 402 894 05:00 PM 48 12 20 19 99 11 293 15 7 326 35 30 5 13 83 49 275 19 14 357 865 05:15 PM 62 10 36 14 122 9 290 11 15 325 39 19 8 14 80 52 278 13 13 356 883 Total Volume 203 65 131 51 450 33 1134 52 34 1253 161 91 31 54 337 228 1150 76 65 1519 3559 % App. Total 45.1 14.4 29.1 11.3 2.6 90.5 4.2 2.7 47.8 27 9.2 16 15 75.7 5 4.3 PHF .819 .677 .862 .671 .922 .750 .955 .813 .567 .961 .839 .758 .705 .750 .843 .781 .924 .731 .650 .940 .970 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 04:00 PM 04:30 PM +0 mins.51 18 33 13 115 11 293 15 7 326 48 35 13 6 102 54 311 26 13 404 +15 mins.49 20 22 17 108 9 290 11 15 325 41 27 9 11 88 73 286 18 25 402 +30 mins.47 19 38 13 117 8 291 12 4 315 39 15 11 9 74 49 275 19 14 357 +45 mins.46 24 37 5 112 8 305 15 5 333 48 27 7 18 100 52 278 13 13 356 Total Volume 193 81 130 48 452 36 1179 53 31 1299 176 104 40 44 364 228 1150 76 65 1519 % App. Total 42.7 17.9 28.8 10.6 2.8 90.8 4.1 2.4 48.4 28.6 11 12.1 15 75.7 5 4.3 PHF .946 .844 .855 .706 .966 .818 .966 .883 .517 .975 .917 .743 .769 .611 .892 .781 .924 .731 .650 .940 Intersection Turning Movement Count File Name : US41&Triangle Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Heavy Vehicles TRIANGLE BOULEVARD Southbound US 41 Westbound PRICE STREET Northbound US 41 Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Int. Total 11:30 AM 2 0 1 0 3 0 6 0 1 7 0 0 0 0 0 2 9 0 0 11 21 11:45 AM 1 1 2 1 5 1 8 0 0 9 1 0 0 1 2 3 15 1 0 19 35 Total 3 1 3 1 8 1 14 0 1 16 1 0 0 1 2 5 24 1 0 30 56 12:00 PM 1 0 0 0 1 0 5 0 0 5 1 0 0 1 2 0 5 1 0 6 14 12:15 PM 0 0 1 0 1 2 9 0 0 11 0 0 2 0 2 1 5 0 2 8 22 12:30 PM 1 0 1 0 2 0 10 0 2 12 0 0 0 1 1 1 5 0 1 7 22 12:45 PM 0 0 0 1 1 0 5 0 0 5 0 1 1 0 2 0 5 1 0 6 14 Total 2 0 2 1 5 2 29 0 2 33 1 1 3 2 7 2 20 2 3 27 72 01:00 PM 1 1 3 0 5 0 8 0 0 8 1 0 0 0 1 0 7 0 0 7 21 01:15 PM 2 1 0 2 5 0 3 0 0 3 1 1 0 1 3 2 9 0 0 11 22 *** BREAK *** Total 3 2 3 2 10 0 11 0 0 11 2 1 0 1 4 2 16 0 0 18 43 *** BREAK *** 04:00 PM 2 0 0 0 2 0 22 0 0 22 0 0 1 0 1 0 4 0 1 5 30 04:15 PM 1 0 1 0 2 2 2 0 0 4 1 0 1 1 3 0 10 1 0 11 20 04:30 PM 0 0 0 0 0 0 5 0 0 5 1 0 1 0 2 1 4 0 0 5 12 04:45 PM 1 0 0 0 1 0 2 0 0 2 0 0 1 0 1 0 3 0 0 3 7 Total 4 0 1 0 5 2 31 0 0 33 2 0 4 1 7 1 21 1 1 24 69 05:00 PM 0 0 0 1 1 1 5 0 0 6 0 0 1 0 1 0 5 1 0 6 14 05:15 PM 0 0 1 1 2 0 4 0 0 4 1 0 0 0 1 0 5 0 0 5 12 05:30 PM 0 0 0 0 0 1 7 0 0 8 0 0 0 0 0 0 3 0 0 3 11 05:45 PM 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 0 1 0 0 1 4 Total 0 0 1 2 3 2 18 0 0 20 1 0 2 0 3 0 14 1 0 15 41 Grand Total 12 3 10 6 31 7 103 0 3 113 7 2 9 5 23 10 95 5 4 114 281 Apprch %38.7 9.7 32.3 19.4 6.2 91.2 0 2.7 30.4 8.7 39.1 21.7 8.8 83.3 4.4 3.5 Total %4.3 1.1 3.6 2.1 11 2.5 36.7 0 1.1 40.2 2.5 0.7 3.2 1.8 8.2 3.6 33.8 1.8 1.4 40.6 Intersection Turning Movement Count File Name : US41&Triangle Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: TRIANGLE BOULEVARD Southbound US 41 Westbound PRICE STREET Northbound US 41 Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:45 AM 11:45 AM 1 1 2 1 5 1 8 0 0 9 1 0 0 1 2 3 15 1 0 19 35 12:00 PM 1 0 0 0 1 0 5 0 0 5 1 0 0 1 2 0 5 1 0 6 14 12:15 PM 0 0 1 0 1 2 9 0 0 11 0 0 2 0 2 1 5 0 2 8 22 12:30 PM 1 0 1 0 2 0 10 0 2 12 0 0 0 1 1 1 5 0 1 7 22 Total Volume 3 1 4 1 9 3 32 0 2 37 2 0 2 3 7 5 30 2 3 40 93 % App. Total 33.3 11.1 44.4 11.1 8.1 86.5 0 5.4 28.6 0 28.6 42.9 12.5 75 5 7.5 PHF .750 .250 .500 .250 .450 .375 .800 .000 .250 .771 .500 .000 .250 .750 .875 .417 .500 .500 .375 .526 .664 Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 12:30 PM 11:45 AM 11:45 AM 11:30 AM +0 mins.1 0 1 0 2 1 8 0 0 9 1 0 0 1 2 2 9 0 0 11 +15 mins.0 0 0 1 1 0 5 0 0 5 1 0 0 1 2 3 15 1 0 19 +30 mins.1 1 3 0 5 2 9 0 0 11 0 0 2 0 2 0 5 1 0 6 +45 mins.2 1 0 2 5 0 10 0 2 12 0 0 0 1 1 1 5 0 2 8 Total Volume 4 2 4 3 13 3 32 0 2 37 2 0 2 3 7 6 34 2 2 44 % App. Total 30.8 15.4 30.8 23.1 8.1 86.5 0 5.4 28.6 0 28.6 42.9 13.6 77.3 4.5 4.5 PHF .500 .500 .333 .375 .650 .375 .800 .000 .250 .771 .500 .000 .250 .750 .875 .500 .567 .500 .250 .579 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 2 0 0 0 2 0 22 0 0 22 0 0 1 0 1 0 4 0 1 5 30 04:15 PM 1 0 1 0 2 2 2 0 0 4 1 0 1 1 3 0 10 1 0 11 20 04:30 PM 0 0 0 0 0 0 5 0 0 5 1 0 1 0 2 1 4 0 0 5 12 04:45 PM 1 0 0 0 1 0 2 0 0 2 0 0 1 0 1 0 3 0 0 3 7 Total Volume 4 0 1 0 5 2 31 0 0 33 2 0 4 1 7 1 21 1 1 24 69 % App. Total 80 0 20 0 6.1 93.9 0 0 28.6 0 57.1 14.3 4.2 87.5 4.2 4.2 PHF .500 .000 .250 .000 .625 .250 .352 .000 .000 .375 .500 .000 1.00 .250 .583 .250 .525 .250 .250 .545 .575 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:15 PM +0 mins.2 0 0 0 2 0 22 0 0 22 0 0 1 0 1 0 10 1 0 11 +15 mins.1 0 1 0 2 2 2 0 0 4 1 0 1 1 3 1 4 0 0 5 +30 mins.0 0 0 0 0 0 5 0 0 5 1 0 1 0 2 0 3 0 0 3 +45 mins.1 0 0 0 1 0 2 0 0 2 0 0 1 0 1 0 5 1 0 6 Total Volume 4 0 1 0 5 2 31 0 0 33 2 0 4 1 7 1 22 2 0 25 % App. Total 80 0 20 0 6.1 93.9 0 0 28.6 0 57.1 14.3 4 88 8 0 PHF .500 .000 .250 .000 .625 .250 .352 .000 .000 .375 .500 .000 1.000 .250 .583 .250 .550 .500 .000 .568 Intersection Turning Movement Count File Name : US41&Triangle Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- UTurns TRIANGLE BOULEVARD Southbound US 41 Westbound PRICE STREET Northbound US 41 Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Int. Total 11:30 AM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 7 0 0 0 7 8 11:45 AM 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 3 0 0 0 3 5 Total 0 0 0 0 0 3 0 0 0 3 0 0 0 0 0 10 0 0 0 10 13 12:00 PM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 9 0 0 0 9 10 12:15 PM 0 0 0 0 0 7 0 0 0 7 0 0 0 0 0 4 0 0 0 4 11 12:30 PM 0 0 0 0 0 3 0 0 0 3 0 0 0 0 0 1 0 0 0 1 4 12:45 PM 0 0 0 0 0 5 0 0 0 5 0 0 0 0 0 4 0 0 0 4 9 Total 0 0 0 0 0 16 0 0 0 16 0 0 0 0 0 18 0 0 0 18 34 01:00 PM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 2 0 0 0 2 3 01:15 PM 0 0 0 0 0 6 0 0 0 6 0 0 0 0 0 2 0 0 0 2 8 *** BREAK *** Total 0 0 0 0 0 7 0 0 0 7 0 0 0 0 0 4 0 0 0 4 11 *** BREAK *** 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 3 04:15 PM 1 0 0 0 1 3 0 0 0 3 0 0 0 0 0 2 0 0 0 2 6 04:30 PM 0 0 0 0 0 9 0 0 0 9 0 0 0 0 0 2 0 0 0 2 11 04:45 PM 0 0 0 0 0 6 0 0 0 6 0 0 0 0 0 0 0 0 0 0 6 Total 1 0 0 0 1 18 0 0 0 18 0 0 0 0 0 7 0 0 0 7 26 05:00 PM 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 6 0 0 0 6 8 05:15 PM 0 0 0 0 0 5 0 0 0 5 0 0 0 0 0 3 0 0 0 3 8 05:30 PM 2 0 0 0 2 4 0 0 0 4 0 0 0 0 0 2 0 0 0 2 8 05:45 PM 0 0 0 0 0 3 0 0 0 3 0 0 0 0 0 1 0 0 0 1 4 Total 2 0 0 0 2 14 0 0 0 14 0 0 0 0 0 12 0 0 0 12 28 Grand Total 3 0 0 0 3 58 0 0 0 58 0 0 0 0 0 51 0 0 0 51 112 Apprch %100 0 0 0 100 0 0 0 0 0 0 0 100 0 0 0 Total %2.7 0 0 0 2.7 51.8 0 0 0 51.8 0 0 0 0 0 45.5 0 0 0 45.5 Intersection Turning Movement Count File Name : US41&Triangle Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: TRIANGLE BOULEVARD Southbound US 41 Westbound PRICE STREET Northbound US 41 Eastbound Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:30 AM 11:30 AM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 7 0 0 0 7 8 11:45 AM 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 3 0 0 0 3 5 12:00 PM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 9 0 0 0 9 10 12:15 PM 0 0 0 0 0 7 0 0 0 7 0 0 0 0 0 4 0 0 0 4 11 Total Volume 0 0 0 0 0 11 0 0 0 11 0 0 0 0 0 23 0 0 0 23 34 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 100 0 0 0 PHF .000 .000 .000 .000 .000 .393 .000 .000 .000 .393 .000 .000 .000 .000 .000 .639 .000 .000 .000 .639 .773 Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 11:30 AM 12:00 PM 11:30 AM 11:30 AM +0 mins.0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 7 0 0 0 7 +15 mins.0 0 0 0 0 7 0 0 0 7 0 0 0 0 0 3 0 0 0 3 +30 mins.0 0 0 0 0 3 0 0 0 3 0 0 0 0 0 9 0 0 0 9 +45 mins.0 0 0 0 0 5 0 0 0 5 0 0 0 0 0 4 0 0 0 4 Total Volume 0 0 0 0 0 16 0 0 0 16 0 0 0 0 0 23 0 0 0 23 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 100 0 0 0 PHF .000 .000 .000 .000 .000 .571 .000 .000 .000 .571 .000 .000 .000 .000 .000 .639 .000 .000 .000 .639 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 9 0 0 0 9 0 0 0 0 0 2 0 0 0 2 11 04:45 PM 0 0 0 0 0 6 0 0 0 6 0 0 0 0 0 0 0 0 0 0 6 05:00 PM 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 6 0 0 0 6 8 05:15 PM 0 0 0 0 0 5 0 0 0 5 0 0 0 0 0 3 0 0 0 3 8 Total Volume 0 0 0 0 0 22 0 0 0 22 0 0 0 0 0 11 0 0 0 11 33 % App. Total 0 0 0 0 100 0 0 0 0 0 0 0 100 0 0 0 PHF .000 .000 .000 .000 .000 .611 .000 .000 .000 .611 .000 .000 .000 .000 .000 .458 .000 .000 .000 .458 .750 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:30 PM 04:00 PM 05:00 PM +0 mins.0 0 0 0 0 9 0 0 0 9 0 0 0 0 0 6 0 0 0 6 +15 mins.0 0 0 0 0 6 0 0 0 6 0 0 0 0 0 3 0 0 0 3 +30 mins.0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 2 0 0 0 2 +45 mins.2 0 0 0 2 5 0 0 0 5 0 0 0 0 0 1 0 0 0 1 Total Volume 2 0 0 0 2 22 0 0 0 22 0 0 0 0 0 12 0 0 0 12 % App. Total 100 0 0 0 100 0 0 0 0 0 0 0 100 0 0 0 PHF .250 .000 .000 .000 .250 .611 .000 .000 .000 .611 .000 .000 .000 .000 .000 .500 .000 .000 .000 .500 Intersection Turning Movement Count Date: Day: Wednesday Count Times: 11:30am-1:30pm & 4-6pm Weather: Clear Intersection: US 41 at Triangle Boulevard/Price Street Comments: C - Children under 12; S - Seniors 65 or over; D - Physical Disability 32PED 2111 BIKE PED 2 BIKE 3 1 N 11:30- 12:00 12:00- 12:30 12:30- 1:00 1:00- 1:30 4:00- 4:30 4:30- 5:00 5:00- 5:30 5:30- 6:00 PED BIKE PED BIKE 24111:30- 12:00 11:30- 12:00 1 32 3 12:00- 12:30 12:00- 12:30 3 12:30- 1:00 12:30- 1:00 1231:00- 1:30 1:00- 1:30 11 1614:00- 4:30 4:00- 4:30 1 11114:30- 5:00 4:30- 5:00 115:00- 5:30 5:00- 5:30 1 5:30- 6:00 5:30- 6:00 PED BIKE PED BIKE 11:30- 12:00 12:00- 12:30 12:30- 1:00 1:00- 1:30 4:00- 4:30 4:30- 5:00 5:00- 5:30 5:30- 6:00 62 PED 221 BIKE PED 1 BIKE 1 Intersection Pedestrian & Bicycle Count Hour Peds/Bikes Crossing North Leg 2/17/2016 TrianglePeds/Bikes Crossing South LegPeds/Bikes Crossing West LegPeds/Bikes Crossing East LegUS 41 PriceUS41PED Date: Major Street: Minor Street: City/County: Turning Movement Count Field Data Sheet & Sketch Count Times: Direction: Direction:r$ Weather: Speed Limit: & mph por Speed Limit: Posfeomph Clc.n, N-S E-W Phasing: 'zeJ l,l,n tt 1n*(, Intersection Sketch Ilnln , A"dlnfrtA '/i(/ + ) I NI pa[ fix fi". D unoJ)s File Name : Triangle&Publix1stMedianOpening Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Passenger Vehicles - Heavy Vehicles - UTurns TRIANGLE BOULEVARD Southbound PUBLIX PLAZA Westbound TRIANGLE BOULEVARD Northbound CHASE BANK/OUTBACK STEAKHOUSE Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:30 AM 8 45 5 58 66 1 3 70 22 24 40 86 2 1 9 12 226 11:45 AM 12 42 6 60 56 2 2 60 22 22 60 104 3 6 6 15 239 Total 20 87 11 118 122 3 5 130 44 46 100 190 5 7 15 27 465 12:00 PM 12 33 6 51 52 3 7 62 15 27 44 86 2 3 12 17 216 12:15 PM 3 52 1 56 53 6 3 62 25 30 59 114 2 3 11 16 248 12:30 PM 8 41 3 52 64 2 5 71 27 22 52 101 2 3 5 10 234 12:45 PM 3 37 7 47 69 3 4 76 22 21 65 108 4 2 16 22 253 Total 26 163 17 206 238 14 19 271 89 100 220 409 10 11 44 65 951 01:00 PM 9 32 3 44 53 1 6 60 28 25 51 104 2 1 11 14 222 01:15 PM 5 31 4 40 57 3 3 63 23 30 62 115 3 1 16 20 238 *** BREAK *** Total 14 63 7 84 110 4 9 123 51 55 113 219 5 2 27 34 460 *** BREAK *** 04:00 PM 10 42 4 56 61 2 4 67 17 39 53 109 3 0 6 9 241 04:15 PM 6 38 7 51 54 2 4 60 23 23 56 102 1 3 9 13 226 04:30 PM 6 43 12 61 66 2 4 72 19 22 44 85 0 0 12 12 230 04:45 PM 8 44 4 56 53 4 9 66 36 36 46 118 4 2 11 17 257 Total 30 167 27 224 234 10 21 265 95 120 199 414 8 5 38 51 954 05:00 PM 2 39 4 45 60 2 4 66 29 24 45 98 1 3 12 16 225 05:15 PM 4 39 5 48 52 3 7 62 26 28 48 102 5 2 13 20 232 05:30 PM 4 35 7 46 48 2 3 53 21 21 52 94 1 2 7 10 203 05:45 PM 6 20 12 38 62 4 5 71 28 25 54 107 3 3 20 26 242 Total 16 133 28 177 222 11 19 252 104 98 199 401 10 10 52 72 902 Grand Total 106 613 90 809 926 42 73 1041 383 419 831 1633 38 35 176 249 3732 Apprch %13.1 75.8 11.1 89 4 7 23.5 25.7 50.9 15.3 14.1 70.7 Total %2.8 16.4 2.4 21.7 24.8 1.1 2 27.9 10.3 11.2 22.3 43.8 1 0.9 4.7 6.7 Passenger Vehicles 102 597 90 789 913 41 73 1027 228 417 819 1464 38 34 174 246 3526 % Passenger Vehicles 96.2 97.4 100 97.5 98.6 97.6 100 98.7 59.5 99.5 98.6 89.7 100 97.1 98.9 98.8 94.5 Heavy Vehicles 0 16 0 16 12 1 0 13 1 2 12 15 0 1 2 3 47 % Heavy Vehicles 0 2.6 0 2 1.3 2.4 0 1.2 0.3 0.5 1.4 0.9 0 2.9 1.1 1.2 1.3 UTurns 4 0 0 4 1 0 0 1 154 0 0 154 0 0 0 0 159 % UTurns 3.8 0 0 0.5 0.1 0 0 0.1 40.2 0 0 9.4 0 0 0 0 4.3 Intersection Turning Movement Count File Name : Triangle&Publix1stMedianOpening Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: TRIANGLE BOULEVARD Southbound PUBLIX PLAZA Westbound TRIANGLE BOULEVARD Northbound CHASE BANK/OUTBACK STEAKHOUSE Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:15 PM 12:15 PM 3 52 1 56 53 6 3 62 25 30 59 114 2 3 11 16 248 12:30 PM 8 41 3 52 64 2 5 71 27 22 52 101 2 3 5 10 234 12:45 PM 3 37 7 47 69 3 4 76 22 21 65 108 4 2 16 22 253 01:00 PM 9 32 3 44 53 1 6 60 28 25 51 104 2 1 11 14 222 Total Volume 23 162 14 199 239 12 18 269 102 98 227 427 10 9 43 62 957 % App. Total 11.6 81.4 7 88.8 4.5 6.7 23.9 23 53.2 16.1 14.5 69.4 PHF .639 .779 .500 .888 .866 .500 .750 .885 .911 .817 .873 .936 .625 .750 .672 .705 .946 Passenger Vehicles 22 159 14 195 236 11 18 265 43 98 222 363 10 9 41 60 883 % Passenger Vehicles 95.7 98.1 100 98.0 98.7 91.7 100 98.5 42.2 100 97.8 85.0 100 100 95.3 96.8 92.3 Heavy Vehicles 0 3 0 3 3 1 0 4 0 0 5 5 0 0 2 2 14 % Heavy Vehicles 0 1.9 0 1.5 1.3 8.3 0 1.5 0 0 2.2 1.2 0 0 4.7 3.2 1.5 UTurns 1 0 0 1 0 0 0 0 59 0 0 59 0 0 0 0 60 % UTurns 4.3 0 0 0.5 0 0 0 0 57.8 0 0 13.8 0 0 0 0 6.3 Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 11:30 AM 12:00 PM 12:30 PM 12:30 PM +0 mins.8 45 5 58 52 3 7 62 27 22 52 101 2 3 5 10 +15 mins.12 42 6 60 53 6 3 62 22 21 65 108 4 2 16 22 +30 mins.12 33 6 51 64 2 5 71 28 25 51 104 2 1 11 14 +45 mins.3 52 1 56 69 3 4 76 23 30 62 115 3 1 16 20 Total Volume 35 172 18 225 238 14 19 271 100 98 230 428 11 7 48 66 % App. Total 15.6 76.4 8 87.8 5.2 7 23.4 22.9 53.7 16.7 10.6 72.7 PHF .729 .827 .750 .938 .862 .583 .679 .891 .893 .817 .885 .930 .688 .583 .750 .750 Passenger Vehicles 33 169 18 220 235 13 19 267 43 97 225 365 11 7 47 65 % Passenger Vehicles 94.3 98.3 100 97.8 98.7 92.9 100 98.5 43 99 97.8 85.3 100 100 97.9 98.5 Heavy Vehicles 0 3 0 3 3 1 0 4 0 1 5 6 0 0 1 1 % Heavy Vehicles 0 1.7 0 1.3 1.3 7.1 0 1.5 0 1 2.2 1.4 0 0 2.1 1.5 UTurns 2 0 0 2 0 0 0 0 57 0 0 57 0 0 0 0 % UTurns 5.7 0 0 0.9 0 0 0 0 57 0 0 13.3 0 0 0 0 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 10 42 4 56 61 2 4 67 17 39 53 109 3 0 6 9 241 04:15 PM 6 38 7 51 54 2 4 60 23 23 56 102 1 3 9 13 226 04:30 PM 6 43 12 61 66 2 4 72 19 22 44 85 0 0 12 12 230 04:45 PM 8 44 4 56 53 4 9 66 36 36 46 118 4 2 11 17 257 Total Volume 30 167 27 224 234 10 21 265 95 120 199 414 8 5 38 51 954 % App. Total 13.4 74.6 12.1 88.3 3.8 7.9 22.9 29 48.1 15.7 9.8 74.5 PHF .750 .949 .563 .918 .886 .625 .583 .920 .660 .769 .888 .877 .500 .417 .792 .750 .928 Passenger Vehicles 30 164 27 221 232 10 21 263 64 120 198 382 8 5 38 51 917 % Passenger Vehicles 100 98.2 100 98.7 99.1 100 100 99.2 67.4 100 99.5 92.3 100 100 100 100 96.1 Intersection Turning Movement Count Heavy Vehicles 0 3 0 3 2 0 0 2 0 0 1 1 0 0 0 0 6 % Heavy Vehicles 0 1.8 0 1.3 0.9 0 0 0.8 0 0 0.5 0.2 0 0 0 0 0.6 UTurns 0 0 0 0 0 0 0 0 31 0 0 31 0 0 0 0 31 % UTurns 0 0 0 0 0 0 0 0 32.6 0 0 7.5 0 0 0 0 3.2 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:30 PM 04:00 PM 05:00 PM +0 mins.10 42 4 56 66 2 4 72 17 39 53 109 1 3 12 16 +15 mins.6 38 7 51 53 4 9 66 23 23 56 102 5 2 13 20 +30 mins.6 43 12 61 60 2 4 66 19 22 44 85 1 2 7 10 +45 mins.8 44 4 56 52 3 7 62 36 36 46 118 3 3 20 26 Total Volume 30 167 27 224 231 11 24 266 95 120 199 414 10 10 52 72 % App. Total 13.4 74.6 12.1 86.8 4.1 9 22.9 29 48.1 13.9 13.9 72.2 PHF .750 .949 .563 .918 .875 .688 .667 .924 .660 .769 .888 .877 .500 .833 .650 .692 Passenger Vehicles 30 164 27 221 231 11 24 266 64 120 198 382 10 10 52 72 % Passenger Vehicles 100 98.2 100 98.7 100 100 100 100 67.4 100 99.5 92.3 100 100 100 100 Heavy Vehicles 0 3 0 3 0 0 0 0 0 0 1 1 0 0 0 0 % Heavy Vehicles 0 1.8 0 1.3 0 0 0 0 0 0 0.5 0.2 0 0 0 0 UTurns 0 0 0 0 0 0 0 0 31 0 0 31 0 0 0 0 % UTurns 0 0 0 0 0 0 0 0 32.6 0 0 7.5 0 0 0 0 Intersection Turning Movement Count File Name : Triangle&Publix1stMedianOpening Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Passenger Vehicles TRIANGLE BOULEVARD Southbound PUBLIX PLAZA Westbound TRIANGLE BOULEVARD Northbound CHASE BANK/OUTBACK STEAKHOUSE Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:30 AM 7 42 5 54 65 1 3 69 14 24 38 76 2 1 9 12 211 11:45 AM 12 42 6 60 52 2 2 56 12 21 58 91 3 6 6 15 222 Total 19 84 11 114 117 3 5 125 26 45 96 167 5 7 15 27 433 12:00 PM 11 33 6 50 51 3 7 61 8 27 43 78 2 2 12 16 205 12:15 PM 3 52 1 56 53 5 3 61 12 30 58 100 2 3 10 15 232 12:30 PM 7 40 3 50 63 2 5 70 7 22 49 78 2 3 5 10 208 12:45 PM 3 37 7 47 68 3 4 75 10 21 64 95 4 2 16 22 239 Total 24 162 17 203 235 13 19 267 37 100 214 351 10 10 43 63 884 01:00 PM 9 30 3 42 52 1 6 59 14 25 51 90 2 1 10 13 204 01:15 PM 4 27 4 35 56 3 3 62 12 29 61 102 3 1 16 20 219 *** BREAK *** Total 13 57 7 77 108 4 9 121 26 54 112 192 5 2 26 33 423 *** BREAK *** 04:00 PM 10 41 4 55 60 2 4 66 7 39 53 99 3 0 6 9 229 04:15 PM 6 37 7 50 53 2 4 59 15 23 56 94 1 3 9 13 216 04:30 PM 6 43 12 61 66 2 4 72 15 22 43 80 0 0 12 12 225 04:45 PM 8 43 4 55 53 4 9 66 27 36 46 109 4 2 11 17 247 Total 30 164 27 221 232 10 21 263 64 120 198 382 8 5 38 51 917 05:00 PM 2 38 4 44 60 2 4 66 24 24 45 93 1 3 12 16 219 05:15 PM 4 37 5 46 52 3 7 62 15 28 48 91 5 2 13 20 219 05:30 PM 4 35 7 46 47 2 3 52 12 21 52 85 1 2 7 10 193 05:45 PM 6 20 12 38 62 4 5 71 24 25 54 103 3 3 20 26 238 Total 16 130 28 174 221 11 19 251 75 98 199 372 10 10 52 72 869 Grand Total 102 597 90 789 913 41 73 1027 228 417 819 1464 38 34 174 246 3526 Apprch %12.9 75.7 11.4 88.9 4 7.1 15.6 28.5 55.9 15.4 13.8 70.7 Total %2.9 16.9 2.6 22.4 25.9 1.2 2.1 29.1 6.5 11.8 23.2 41.5 1.1 1 4.9 7 Intersection Turning Movement Count File Name : Triangle&Publix1stMedianOpening Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: TRIANGLE BOULEVARD Southbound PUBLIX PLAZA Westbound TRIANGLE BOULEVARD Northbound CHASE BANK/OUTBACK STEAKHOUSE Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 11 33 6 50 51 3 7 61 8 27 43 78 2 2 12 16 205 12:15 PM 3 52 1 56 53 5 3 61 12 30 58 100 2 3 10 15 232 12:30 PM 7 40 3 50 63 2 5 70 7 22 49 78 2 3 5 10 208 12:45 PM 3 37 7 47 68 3 4 75 10 21 64 95 4 2 16 22 239 Total Volume 24 162 17 203 235 13 19 267 37 100 214 351 10 10 43 63 884 % App. Total 11.8 79.8 8.4 88 4.9 7.1 10.5 28.5 61 15.9 15.9 68.3 PHF .545 .779 .607 .906 .864 .650 .679 .890 .771 .833 .836 .878 .625 .833 .672 .716 .925 Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 11:30 AM 12:00 PM 12:30 PM 12:30 PM +0 mins.7 42 5 54 51 3 7 61 7 22 49 78 2 3 5 10 +15 mins.12 42 6 60 53 5 3 61 10 21 64 95 4 2 16 22 +30 mins.11 33 6 50 63 2 5 70 14 25 51 90 2 1 10 13 +45 mins.3 52 1 56 68 3 4 75 12 29 61 102 3 1 16 20 Total Volume 33 169 18 220 235 13 19 267 43 97 225 365 11 7 47 65 % App. Total 15 76.8 8.2 88 4.9 7.1 11.8 26.6 61.6 16.9 10.8 72.3 PHF .688 .813 .750 .917 .864 .650 .679 .890 .768 .836 .879 .895 .688 .583 .734 .739 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 10 41 4 55 60 2 4 66 7 39 53 99 3 0 6 9 229 04:15 PM 6 37 7 50 53 2 4 59 15 23 56 94 1 3 9 13 216 04:30 PM 6 43 12 61 66 2 4 72 15 22 43 80 0 0 12 12 225 04:45 PM 8 43 4 55 53 4 9 66 27 36 46 109 4 2 11 17 247 Total Volume 30 164 27 221 232 10 21 263 64 120 198 382 8 5 38 51 917 % App. Total 13.6 74.2 12.2 88.2 3.8 8 16.8 31.4 51.8 15.7 9.8 74.5 PHF .750 .953 .563 .906 .879 .625 .583 .913 .593 .769 .884 .876 .500 .417 .792 .750 .928 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:30 PM 04:00 PM 05:00 PM +0 mins.10 41 4 55 66 2 4 72 7 39 53 99 1 3 12 16 +15 mins.6 37 7 50 53 4 9 66 15 23 56 94 5 2 13 20 +30 mins.6 43 12 61 60 2 4 66 15 22 43 80 1 2 7 10 +45 mins.8 43 4 55 52 3 7 62 27 36 46 109 3 3 20 26 Total Volume 30 164 27 221 231 11 24 266 64 120 198 382 10 10 52 72 % App. Total 13.6 74.2 12.2 86.8 4.1 9 16.8 31.4 51.8 13.9 13.9 72.2 PHF .750 .953 .563 .906 .875 .688 .667 .924 .593 .769 .884 .876 .500 .833 .650 .692 Intersection Turning Movement Count File Name : Triangle&Publix1stMedianOpening Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Heavy Vehicles TRIANGLE BOULEVARD Southbound PUBLIX PLAZA Westbound TRIANGLE BOULEVARD Northbound CHASE BANK/OUTBACK STEAKHOUSE Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:30 AM 0 3 0 3 1 0 0 1 1 0 2 3 0 0 0 0 7 11:45 AM 0 0 0 0 4 0 0 4 0 1 2 3 0 0 0 0 7 Total 0 3 0 3 5 0 0 5 1 1 4 6 0 0 0 0 14 12:00 PM 0 0 0 0 1 0 0 1 0 0 1 1 0 1 0 1 3 12:15 PM 0 0 0 0 0 1 0 1 0 0 1 1 0 0 1 1 3 12:30 PM 0 1 0 1 1 0 0 1 0 0 3 3 0 0 0 0 5 12:45 PM 0 0 0 0 1 0 0 1 0 0 1 1 0 0 0 0 2 Total 0 1 0 1 3 1 0 4 0 0 6 6 0 1 1 2 13 01:00 PM 0 2 0 2 1 0 0 1 0 0 0 0 0 0 1 1 4 01:15 PM 0 4 0 4 1 0 0 1 0 1 1 2 0 0 0 0 7 *** BREAK *** Total 0 6 0 6 2 0 0 2 0 1 1 2 0 0 1 1 11 *** BREAK *** 04:00 PM 0 1 0 1 1 0 0 1 0 0 0 0 0 0 0 0 2 04:15 PM 0 1 0 1 1 0 0 1 0 0 0 0 0 0 0 0 2 04:30 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 04:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 3 0 3 2 0 0 2 0 0 1 1 0 0 0 0 6 05:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:15 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 *** BREAK *** Total 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 Grand Total 0 16 0 16 12 1 0 13 1 2 12 15 0 1 2 3 47 Apprch %0 100 0 92.3 7.7 0 6.7 13.3 80 0 33.3 66.7 Total %0 34 0 34 25.5 2.1 0 27.7 2.1 4.3 25.5 31.9 0 2.1 4.3 6.4 TRIANGLE BOULEVARD Southbound PUBLIX PLAZA Westbound TRIANGLE BOULEVARD Northbound CHASE BANK/OUTBACK STEAKHOUSE Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:30 AM 11:30 AM 0 3 0 3 1 0 0 1 1 0 2 3 0 0 0 0 7 11:45 AM 0 0 0 0 4 0 0 4 0 1 2 3 0 0 0 0 7 12:00 PM 0 0 0 0 1 0 0 1 0 0 1 1 0 1 0 1 3 12:15 PM 0 0 0 0 0 1 0 1 0 0 1 1 0 0 1 1 3 Total Volume 0 3 0 3 6 1 0 7 1 1 6 8 0 1 1 2 20 % App. Total 0 100 0 85.7 14.3 0 12.5 12.5 75 0 50 50 PHF .000 .250 .000 .250 .375 .250 .000 .438 .250 .250 .750 .667 .000 .250 .250 .500 .714 Intersection Turning Movement Count File Name : Triangle&Publix1stMedianOpening Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: TRIANGLE BOULEVARD Southbound PUBLIX PLAZA Westbound TRIANGLE BOULEVARD Northbound CHASE BANK/OUTBACK STEAKHOUSE Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 12:30 PM 11:30 AM 11:30 AM 11:30 AM +0 mins.0 1 0 1 1 0 0 1 1 0 2 3 0 0 0 0 +15 mins.0 0 0 0 4 0 0 4 0 1 2 3 0 0 0 0 +30 mins.0 2 0 2 1 0 0 1 0 0 1 1 0 1 0 1 +45 mins.0 4 0 4 0 1 0 1 0 0 1 1 0 0 1 1 Total Volume 0 7 0 7 6 1 0 7 1 1 6 8 0 1 1 2 % App. Total 0 100 0 85.7 14.3 0 12.5 12.5 75 0 50 50 PHF .000 .438 .000 .438 .375 .250 .000 .438 .250 .250 .750 .667 .000 .250 .250 .500 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 1 0 1 1 0 0 1 0 0 0 0 0 0 0 0 2 04:15 PM 0 1 0 1 1 0 0 1 0 0 0 0 0 0 0 0 2 04:30 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 04:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total Volume 0 3 0 3 2 0 0 2 0 0 1 1 0 0 0 0 6 % App. Total 0 100 0 100 0 0 0 0 100 0 0 0 PHF .000 .750 .000 .750 .500 .000 .000 .500 .000 .000 .250 .250 .000 .000 .000 .000 .750 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:00 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 +15 mins.0 1 0 1 1 0 0 1 0 0 0 0 0 0 0 0 +30 mins.0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 +45 mins.0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 4 0 4 2 0 0 2 0 0 1 1 0 0 0 0 % App. Total 0 100 0 100 0 0 0 0 100 0 0 0 PHF .000 .500 .000 .500 .500 .000 .000 .500 .000 .000 .250 .250 .000 .000 .000 .000 Intersection Turning Movement Count File Name : Triangle&Publix1stMedianOpening Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- UTurns TRIANGLE BOULEVARD Southbound PUBLIX PLAZA Westbound TRIANGLE BOULEVARD Northbound CHASE BANK/OUTBACK STEAKHOUSE Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:30 AM 1 0 0 1 0 0 0 0 7 0 0 7 0 0 0 0 8 11:45 AM 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 10 Total 1 0 0 1 0 0 0 0 17 0 0 17 0 0 0 0 18 12:00 PM 1 0 0 1 0 0 0 0 7 0 0 7 0 0 0 0 8 12:15 PM 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 13 12:30 PM 1 0 0 1 0 0 0 0 20 0 0 20 0 0 0 0 21 12:45 PM 0 0 0 0 0 0 0 0 12 0 0 12 0 0 0 0 12 Total 2 0 0 2 0 0 0 0 52 0 0 52 0 0 0 0 54 01:00 PM 0 0 0 0 0 0 0 0 14 0 0 14 0 0 0 0 14 01:15 PM 1 0 0 1 0 0 0 0 11 0 0 11 0 0 0 0 12 *** BREAK *** Total 1 0 0 1 0 0 0 0 25 0 0 25 0 0 0 0 26 *** BREAK *** 04:00 PM 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 10 04:15 PM 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 8 04:30 PM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 4 04:45 PM 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 9 Total 0 0 0 0 0 0 0 0 31 0 0 31 0 0 0 0 31 05:00 PM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 5 05:15 PM 0 0 0 0 0 0 0 0 11 0 0 11 0 0 0 0 11 05:30 PM 0 0 0 0 1 0 0 1 9 0 0 9 0 0 0 0 10 05:45 PM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 4 Total 0 0 0 0 1 0 0 1 29 0 0 29 0 0 0 0 30 Grand Total 4 0 0 4 1 0 0 1 154 0 0 154 0 0 0 0 159 Apprch %100 0 0 100 0 0 100 0 0 0 0 0 Total %2.5 0 0 2.5 0.6 0 0 0.6 96.9 0 0 96.9 0 0 0 0 Intersection Turning Movement Count File Name : Triangle&Publix1stMedianOpening Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: TRIANGLE BOULEVARD Southbound PUBLIX PLAZA Westbound TRIANGLE BOULEVARD Northbound CHASE BANK/OUTBACK STEAKHOUSE Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:15 PM 12:15 PM 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 13 12:30 PM 1 0 0 1 0 0 0 0 20 0 0 20 0 0 0 0 21 12:45 PM 0 0 0 0 0 0 0 0 12 0 0 12 0 0 0 0 12 01:00 PM 0 0 0 0 0 0 0 0 14 0 0 14 0 0 0 0 14 Total Volume 1 0 0 1 0 0 0 0 59 0 0 59 0 0 0 0 60 % App. Total 100 0 0 0 0 0 100 0 0 0 0 0 PHF .250 .000 .000 .250 .000 .000 .000 .000 .738 .000 .000 .738 .000 .000 .000 .000 .714 Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 11:30 AM 11:30 AM 12:15 PM 11:30 AM +0 mins.1 0 0 1 0 0 0 0 13 0 0 13 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 20 0 0 20 0 0 0 0 +30 mins.1 0 0 1 0 0 0 0 12 0 0 12 0 0 0 0 +45 mins.0 0 0 0 0 0 0 0 14 0 0 14 0 0 0 0 Total Volume 2 0 0 2 0 0 0 0 59 0 0 59 0 0 0 0 % App. Total 100 0 0 0 0 0 100 0 0 0 0 0 PHF .500 .000 .000 .500 .000 .000 .000 .000 .738 .000 .000 .738 .000 .000 .000 .000 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 9 05:00 PM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 5 05:15 PM 0 0 0 0 0 0 0 0 11 0 0 11 0 0 0 0 11 05:30 PM 0 0 0 0 1 0 0 1 9 0 0 9 0 0 0 0 10 Total Volume 0 0 0 0 1 0 0 1 34 0 0 34 0 0 0 0 35 % App. Total 0 0 0 100 0 0 100 0 0 0 0 0 PHF .000 .000 .000 .000 .250 .000 .000 .250 .773 .000 .000 .773 .000 .000 .000 .000 .795 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:45 PM 04:45 PM 04:00 PM +0 mins.0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 11 0 0 11 0 0 0 0 +45 mins.0 0 0 0 1 0 0 1 9 0 0 9 0 0 0 0 Total Volume 0 0 0 0 1 0 0 1 34 0 0 34 0 0 0 0 % App. Total 0 0 0 100 0 0 100 0 0 0 0 0 PHF .000 .000 .000 .000 .250 .000 .000 .250 .773 .000 .000 .773 .000 .000 .000 .000 Intersection Turning Movement Count Date: Day: Wednesday Count Times: 11:30am-1:30pm & 4-6pm Weather: Clear Intersection: Triangle Boulevard at Publix Plaza (1st Median Opening) Comments: C - Children under 12; S - Seniors 65 or over; D - Physical Disability 111 PED 411BIKE PED 1 1 BIKE 1 2 1 3 1 N 11:30- 12:00 12:00- 12:30 12:30- 1:00 1:00- 1:30 4:00- 4:30 4:30- 5:00 5:00- 5:30 5:30- 6:00 PED BIKE PED BIKE 32111:30- 12:00 11:30- 12:00 323 3112:00- 12:30 12:00- 12:30 131 2312:30- 1:00 12:30- 1:00 11 111:00- 1:30 1:00- 1:30 2 214:00- 4:30 4:00- 4:30 2+2C 534:30- 5:00 4:30- 5:00 23 21 5:00- 5:30 5:00- 5:30 1 5:30- 6:00 5:30- 6:00 PED BIKE PED BIKE 11:30- 12:00 12:00- 12:30 12:30- 1:00 1:00- 1:30 4:00- 4:30 4:30- 5:00 5:00- 5:30 5:30- 6:00 11 PED BIKE PED 12 11 BIKE 4 3+2C 1 1 1 Intersection Pedestrian & Bicycle Count Hour Peds/Bikes Crossing North Leg 2/17/2016 Peds/Bikes Crossing South LegPeds/Bikes Crossing West LegPeds/Bikes Crossing East LegPublix TriangleChase Publix1stPED Date: Major Street: Minor Street: City/County: 'tffuection: Weather: Turning Movement Count Field Data Sheet & Sketch Count Times: Direction:Speed Limit: ?2 mph Speed Limit: t!/to ^pnCl.n, N-S E-W Phasing: 'z€J l,l,rtt yn*(t lntersection Sketch s /t+op(f A,'- \ 1I / P,,Jhv pLazo ( File Name : Triangle&Publix2ndMedianOpening Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Passenger Vehicles - Heavy Vehicles - UTurns TRIANGLE BOULEVARD Southbound PUBLIX PLAZA Westbound TRIANGLE BOULEVARD Northbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:30 AM 5 44 0 49 16 0 12 28 0 20 9 29 106 11:45 AM 12 42 0 54 18 0 5 23 0 21 7 28 105 Total 17 86 0 103 34 0 17 51 0 41 16 57 211 12:00 PM 12 35 0 47 14 0 7 21 0 30 6 36 104 12:15 PM 8 37 0 45 19 0 16 35 2 25 8 35 115 12:30 PM 9 29 0 38 22 0 7 29 0 20 9 29 96 12:45 PM 12 32 0 44 16 0 8 24 0 23 5 28 96 Total 41 133 0 174 71 0 38 109 2 98 28 128 411 01:00 PM 5 30 0 35 13 0 7 20 0 31 3 34 89 01:15 PM 13 23 0 36 17 0 11 28 0 25 13 38 102 *** BREAK *** Total 18 53 0 71 30 0 18 48 0 56 16 72 191 *** BREAK *** 04:00 PM 10 39 0 49 17 0 11 28 0 38 9 47 124 04:15 PM 18 38 0 56 13 0 21 34 0 20 8 28 118 04:30 PM 8 42 0 50 20 0 10 30 0 21 3 24 104 04:45 PM 6 33 0 39 20 0 15 35 2 37 12 51 125 Total 42 152 0 194 70 0 57 127 2 116 32 150 471 05:00 PM 10 29 0 39 16 0 11 27 0 24 5 29 95 05:15 PM 9 40 0 49 8 0 11 19 1 28 11 40 108 05:30 PM 11 29 0 40 17 0 10 27 1 21 3 25 92 05:45 PM 8 32 0 40 7 0 10 17 0 27 6 33 90 Total 38 130 0 168 48 0 42 90 2 100 25 127 385 Grand Total 156 554 0 710 253 0 172 425 6 411 117 534 1669 Apprch %22 78 0 59.5 0 40.5 1.1 77 21.9 Total %9.3 33.2 0 42.5 15.2 0 10.3 25.5 0.4 24.6 7 32 Passenger Vehicles 155 548 0 703 242 0 171 413 0 410 116 526 1642 % Passenger Vehicles 99.4 98.9 0 99 95.7 0 99.4 97.2 0 99.8 99.1 98.5 98.4 Heavy Vehicles 0 6 0 6 11 0 1 12 0 1 1 2 20 % Heavy Vehicles 0 1.1 0 0.8 4.3 0 0.6 2.8 0 0.2 0.9 0.4 1.2 UTurns 1 0 0 1 0 0 0 0 6 0 0 6 7 % UTurns 0.6 0 0 0.1 0 0 0 0 100 0 0 1.1 0.4 Intersection Turning Movement Count File Name : Triangle&Publix2ndMedianOpening Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: TRIANGLE BOULEVARD Southbound PUBLIX PLAZA Westbound TRIANGLE BOULEVARD Northbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:30 AM 11:30 AM 5 44 0 49 16 0 12 28 0 20 9 29 106 11:45 AM 12 42 0 54 18 0 5 23 0 21 7 28 105 12:00 PM 12 35 0 47 14 0 7 21 0 30 6 36 104 12:15 PM 8 37 0 45 19 0 16 35 2 25 8 35 115 Total Volume 37 158 0 195 67 0 40 107 2 96 30 128 430 % App. Total 19 81 0 62.6 0 37.4 1.6 75 23.4 PHF .771 .898 .000 .903 .882 .000 .625 .764 .250 .800 .833 .889 .935 Passenger Vehicles 37 157 0 194 65 0 39 104 0 96 29 125 423 % Passenger Vehicles 100 99.4 0 99.5 97.0 0 97.5 97.2 0 100 96.7 97.7 98.4 Heavy Vehicles 0 1 0 1 2 0 1 3 0 0 1 1 5 % Heavy Vehicles 0 0.6 0 0.5 3.0 0 2.5 2.8 0 0 3.3 0.8 1.2 UTurns 0 0 0 0 0 0 0 0 2 0 0 2 2 % UTurns 0 0 0 0 0 0 0 0 100 0 0 1.6 0.5 Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 11:30 AM 12:00 PM 12:30 PM +0 mins.5 44 0 49 14 0 7 21 0 20 9 29 +15 mins.12 42 0 54 19 0 16 35 0 23 5 28 +30 mins.12 35 0 47 22 0 7 29 0 31 3 34 +45 mins.8 37 0 45 16 0 8 24 0 25 13 38 Total Volume 37 158 0 195 71 0 38 109 0 99 30 129 % App. Total 19 81 0 65.1 0 34.9 0 76.7 23.3 PHF .771 .898 .000 .903 .807 .000 .594 .779 .000 .798 .577 .849 Passenger Vehicles 37 157 0 194 70 0 38 108 0 98 30 128 % Passenger Vehicles 100 99.4 0 99.5 98.6 0 100 99.1 0 99 100 99.2 Heavy Vehicles 0 1 0 1 1 0 0 1 0 1 0 1 % Heavy Vehicles 0 0.6 0 0.5 1.4 0 0 0.9 0 1 0 0.8 UTurns 0 0 0 0 0 0 0 0 0 0 0 0 % UTurns 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 10 39 0 49 17 0 11 28 0 38 9 47 124 04:15 PM 18 38 0 56 13 0 21 34 0 20 8 28 118 04:30 PM 8 42 0 50 20 0 10 30 0 21 3 24 104 04:45 PM 6 33 0 39 20 0 15 35 2 37 12 51 125 Total Volume 42 152 0 194 70 0 57 127 2 116 32 150 471 % App. Total 21.6 78.4 0 55.1 0 44.9 1.3 77.3 21.3 PHF .583 .905 .000 .866 .875 .000 .679 .907 .250 .763 .667 .735 .942 Passenger Vehicles 41 151 0 192 68 0 57 125 0 116 32 148 465 % Passenger Vehicles 97.6 99.3 0 99.0 97.1 0 100 98.4 0 100 100 98.7 98.7 Heavy Vehicles 0 1 0 1 2 0 0 2 0 0 0 0 3 % Heavy Vehicles 0 0.7 0 0.5 2.9 0 0 1.6 0 0 0 0 0.6 UTurns 1 0 0 1 0 0 0 0 2 0 0 2 3 % UTurns 2.4 0 0 0.5 0 0 0 0 100 0 0 1.3 0.6 Intersection Turning Movement Count File Name : Triangle&Publix2ndMedianOpening Site Code : 16003 Start Date : 2/17/2016 Page No : 3 City/County: Naples/Collier Weather: Clear Comments: TRIANGLE BOULEVARD Southbound PUBLIX PLAZA Westbound TRIANGLE BOULEVARD Northbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins.10 39 0 49 17 0 11 28 0 38 9 47 +15 mins.18 38 0 56 13 0 21 34 0 20 8 28 +30 mins.8 42 0 50 20 0 10 30 0 21 3 24 +45 mins.6 33 0 39 20 0 15 35 2 37 12 51 Total Volume 42 152 0 194 70 0 57 127 2 116 32 150 % App. Total 21.6 78.4 0 55.1 0 44.9 1.3 77.3 21.3 PHF .583 .905 .000 .866 .875 .000 .679 .907 .250 .763 .667 .735 Passenger Vehicles 41 151 0 192 68 0 57 125 0 116 32 148 % Passenger Vehicles 97.6 99.3 0 99 97.1 0 100 98.4 0 100 100 98.7 Heavy Vehicles 0 1 0 1 2 0 0 2 0 0 0 0 % Heavy Vehicles 0 0.7 0 0.5 2.9 0 0 1.6 0 0 0 0 UTurns 1 0 0 1 0 0 0 0 2 0 0 2 % UTurns 2.4 0 0 0.5 0 0 0 0 100 0 0 1.3 Intersection Turning Movement Count File Name : Triangle&Publix2ndMedianOpening Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Passenger Vehicles TRIANGLE BOULEVARD Southbound PUBLIX PLAZA Westbound TRIANGLE BOULEVARD Northbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:30 AM 5 43 0 48 14 0 11 25 0 20 9 29 102 11:45 AM 12 42 0 54 18 0 5 23 0 21 6 27 104 Total 17 85 0 102 32 0 16 48 0 41 15 56 206 12:00 PM 12 35 0 47 14 0 7 21 0 30 6 36 104 12:15 PM 8 37 0 45 19 0 16 35 0 25 8 33 113 12:30 PM 9 29 0 38 21 0 7 28 0 20 9 29 95 12:45 PM 12 32 0 44 16 0 8 24 0 23 5 28 96 Total 41 133 0 174 70 0 38 108 0 98 28 126 408 01:00 PM 5 29 0 34 12 0 7 19 0 31 3 34 87 01:15 PM 13 21 0 34 14 0 11 25 0 24 13 37 96 *** BREAK *** Total 18 50 0 68 26 0 18 44 0 55 16 71 183 *** BREAK *** 04:00 PM 10 38 0 48 17 0 11 28 0 38 9 47 123 04:15 PM 17 38 0 55 12 0 21 33 0 20 8 28 116 04:30 PM 8 42 0 50 20 0 10 30 0 21 3 24 104 04:45 PM 6 33 0 39 19 0 15 34 0 37 12 49 122 Total 41 151 0 192 68 0 57 125 0 116 32 148 465 05:00 PM 10 29 0 39 15 0 11 26 0 24 5 29 94 05:15 PM 9 39 0 48 7 0 11 18 0 28 11 39 105 05:30 PM 11 29 0 40 17 0 10 27 0 21 3 24 91 05:45 PM 8 32 0 40 7 0 10 17 0 27 6 33 90 Total 38 129 0 167 46 0 42 88 0 100 25 125 380 Grand Total 155 548 0 703 242 0 171 413 0 410 116 526 1642 Apprch %22 78 0 58.6 0 41.4 0 77.9 22.1 Total %9.4 33.4 0 42.8 14.7 0 10.4 25.2 0 25 7.1 32 Intersection Turning Movement Count File Name : Triangle&Publix2ndMedianOpening Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: TRIANGLE BOULEVARD Southbound PUBLIX PLAZA Westbound TRIANGLE BOULEVARD Northbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:30 AM 11:30 AM 5 43 0 48 14 0 11 25 0 20 9 29 102 11:45 AM 12 42 0 54 18 0 5 23 0 21 6 27 104 12:00 PM 12 35 0 47 14 0 7 21 0 30 6 36 104 12:15 PM 8 37 0 45 19 0 16 35 0 25 8 33 113 Total Volume 37 157 0 194 65 0 39 104 0 96 29 125 423 % App. Total 19.1 80.9 0 62.5 0 37.5 0 76.8 23.2 PHF .771 .913 .000 .898 .855 .000 .609 .743 .000 .800 .806 .868 .936 Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 11:30 AM 12:00 PM 12:30 PM +0 mins.5 43 0 48 14 0 7 21 0 20 9 29 +15 mins.12 42 0 54 19 0 16 35 0 23 5 28 +30 mins.12 35 0 47 21 0 7 28 0 31 3 34 +45 mins.8 37 0 45 16 0 8 24 0 24 13 37 Total Volume 37 157 0 194 70 0 38 108 0 98 30 128 % App. Total 19.1 80.9 0 64.8 0 35.2 0 76.6 23.4 PHF .771 .913 .000 .898 .833 .000 .594 .771 .000 .790 .577 .865 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 10 38 0 48 17 0 11 28 0 38 9 47 123 04:15 PM 17 38 0 55 12 0 21 33 0 20 8 28 116 04:30 PM 8 42 0 50 20 0 10 30 0 21 3 24 104 04:45 PM 6 33 0 39 19 0 15 34 0 37 12 49 122 Total Volume 41 151 0 192 68 0 57 125 0 116 32 148 465 % App. Total 21.4 78.6 0 54.4 0 45.6 0 78.4 21.6 PHF .603 .899 .000 .873 .850 .000 .679 .919 .000 .763 .667 .755 .945 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins.10 38 0 48 17 0 11 28 0 38 9 47 +15 mins.17 38 0 55 12 0 21 33 0 20 8 28 +30 mins.8 42 0 50 20 0 10 30 0 21 3 24 +45 mins.6 33 0 39 19 0 15 34 0 37 12 49 Total Volume 41 151 0 192 68 0 57 125 0 116 32 148 % App. Total 21.4 78.6 0 54.4 0 45.6 0 78.4 21.6 PHF .603 .899 .000 .873 .850 .000 .679 .919 .000 .763 .667 .755 Intersection Turning Movement Count File Name : Triangle&Publix2ndMedianOpening Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Heavy Vehicles TRIANGLE BOULEVARD Southbound PUBLIX PLAZA Westbound TRIANGLE BOULEVARD Northbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:30 AM 0 1 0 1 2 0 1 3 0 0 0 0 4 11:45 AM 0 0 0 0 0 0 0 0 0 0 1 1 1 Total 0 1 0 1 2 0 1 3 0 0 1 1 5 *** BREAK *** 12:30 PM 0 0 0 0 1 0 0 1 0 0 0 0 1 *** BREAK *** Total 0 0 0 0 1 0 0 1 0 0 0 0 1 01:00 PM 0 1 0 1 1 0 0 1 0 0 0 0 2 01:15 PM 0 2 0 2 3 0 0 3 0 1 0 1 6 *** BREAK *** Total 0 3 0 3 4 0 0 4 0 1 0 1 8 *** BREAK *** 04:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 1 04:15 PM 0 0 0 0 1 0 0 1 0 0 0 0 1 *** BREAK *** 04:45 PM 0 0 0 0 1 0 0 1 0 0 0 0 1 Total 0 1 0 1 2 0 0 2 0 0 0 0 3 05:00 PM 0 0 0 0 1 0 0 1 0 0 0 0 1 05:15 PM 0 1 0 1 1 0 0 1 0 0 0 0 2 *** BREAK *** Total 0 1 0 1 2 0 0 2 0 0 0 0 3 Grand Total 0 6 0 6 11 0 1 12 0 1 1 2 20 Apprch %0 100 0 91.7 0 8.3 0 50 50 Total %0 30 0 30 55 0 5 60 0 5 5 10 TRIANGLE BOULEVARD Southbound PUBLIX PLAZA Westbound TRIANGLE BOULEVARD Northbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 PM 12:30 PM 0 0 0 0 1 0 0 1 0 0 0 0 1 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 PM 0 1 0 1 1 0 0 1 0 0 0 0 2 01:15 PM 0 2 0 2 3 0 0 3 0 1 0 1 6 Total Volume 0 3 0 3 5 0 0 5 0 1 0 1 9 % App. Total 0 100 0 100 0 0 0 100 0 PHF .000 .375 .000 .375 .417 .000 .000 .417 .000 .250 .000 .250 .375 Intersection Turning Movement Count File Name : Triangle&Publix2ndMedianOpening Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: TRIANGLE BOULEVARD Southbound PUBLIX PLAZA Westbound TRIANGLE BOULEVARD Northbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 12:30 PM 12:30 PM 11:30 AM +0 mins.0 0 0 0 1 0 0 1 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 0 1 1 +30 mins.0 1 0 1 1 0 0 1 0 0 0 0 +45 mins.0 2 0 2 3 0 0 3 0 0 0 0 Total Volume 0 3 0 3 5 0 0 5 0 0 1 1 % App. Total 0 100 0 100 0 0 0 0 100 PHF .000 .375 .000 .375 .417 .000 .000 .417 .000 .000 .250 .250 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 1 0 0 1 0 0 0 0 1 05:00 PM 0 0 0 0 1 0 0 1 0 0 0 0 1 05:15 PM 0 1 0 1 1 0 0 1 0 0 0 0 2 Total Volume 0 1 0 1 3 0 0 3 0 0 0 0 4 % App. Total 0 100 0 100 0 0 0 0 0 PHF .000 .250 .000 .250 .750 .000 .000 .750 .000 .000 .000 .000 .500 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:15 PM 04:00 PM +0 mins.0 1 0 1 1 0 0 1 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 1 0 0 1 0 0 0 0 +45 mins.0 0 0 0 1 0 0 1 0 0 0 0 Total Volume 0 1 0 1 3 0 0 3 0 0 0 0 % App. Total 0 100 0 100 0 0 0 0 0 PHF .000 .250 .000 .250 .750 .000 .000 .750 .000 .000 .000 .000 Intersection Turning Movement Count File Name : Triangle&Publix2ndMedianOpening Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- UTurns TRIANGLE BOULEVARD Southbound PUBLIX PLAZA Westbound TRIANGLE BOULEVARD Northbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total *** BREAK *** 12:15 PM 0 0 0 0 0 0 0 0 2 0 0 2 2 *** BREAK *** Total 0 0 0 0 0 0 0 0 2 0 0 2 2 *** BREAK *** 04:15 PM 1 0 0 1 0 0 0 0 0 0 0 0 1 *** BREAK *** 04:45 PM 0 0 0 0 0 0 0 0 2 0 0 2 2 Total 1 0 0 1 0 0 0 0 2 0 0 2 3 *** BREAK *** 05:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 1 05:30 PM 0 0 0 0 0 0 0 0 1 0 0 1 1 *** BREAK *** Total 0 0 0 0 0 0 0 0 2 0 0 2 2 Grand Total 1 0 0 1 0 0 0 0 6 0 0 6 7 Apprch %100 0 0 0 0 0 100 0 0 Total %14.3 0 0 14.3 0 0 0 0 85.7 0 0 85.7 TRIANGLE BOULEVARD Southbound PUBLIX PLAZA Westbound TRIANGLE BOULEVARD Northbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:30 AM 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 PM 0 0 0 0 0 0 0 0 2 0 0 2 2 Total Volume 0 0 0 0 0 0 0 0 2 0 0 2 2 % App. Total 0 0 0 0 0 0 100 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .250 Intersection Turning Movement Count File Name : Triangle&Publix2ndMedianOpening Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: TRIANGLE BOULEVARD Southbound PUBLIX PLAZA Westbound TRIANGLE BOULEVARD Northbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 11:30 AM 11:30 AM 11:30 AM +0 mins.0 0 0 0 0 0 0 0 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 0 0 0 0 2 0 0 2 Total Volume 0 0 0 0 0 0 0 0 2 0 0 2 % App. Total 0 0 0 0 0 0 100 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 0 0 0 2 0 0 2 2 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 1 05:30 PM 0 0 0 0 0 0 0 0 1 0 0 1 1 Total Volume 0 0 0 0 0 0 0 0 4 0 0 4 4 % App. Total 0 0 0 0 0 0 100 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .500 .000 .000 .500 .500 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:45 PM +0 mins.0 0 0 0 0 0 0 0 2 0 0 2 +15 mins.1 0 0 1 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 1 0 0 1 +45 mins.0 0 0 0 0 0 0 0 1 0 0 1 Total Volume 1 0 0 1 0 0 0 0 4 0 0 4 % App. Total 100 0 0 0 0 0 100 0 0 PHF .250 .000 .000 .250 .000 .000 .000 .000 .500 .000 .000 .500 Intersection Turning Movement Count Date: Day: Wednesday Count Times: 11:30am-1:30pm & 4-6pm Weather: Clear Intersection: Triangle Boulevard at Publix Plaza (2nd Median Opening) Comments:*DS - Disabled Senior on Scooter C - Children under 12; S - Seniors 65 or over; D - Physical Disability 1 PED BIKE PED 1 BIKE *DS 2 N 11:30- 12:00 12:00- 12:30 12:30- 1:00 1:00- 1:30 4:00- 4:30 4:30- 5:00 5:00- 5:30 5:30- 6:00 PED BIKE PED BIKE 11:30- 12:00 11:30- 12:00 41 12:00- 12:30 12:00- 12:30 31 12:30- 1:00 12:30- 1:00 1 1:00- 1:30 1:00- 1:30 3 4:00- 4:30 4:00- 4:30 *DS 2+2C 4:30- 5:00 4:30- 5:00 22 5:00- 5:30 5:00- 5:30 1 5:30- 6:00 5:30- 6:00 PED BIKE PED BIKE 11:30- 12:00 12:00- 12:30 12:30- 1:00 1:00- 1:30 4:00- 4:30 4:30- 5:00 5:00- 5:30 5:30- 6:00 1 PED 331BIKE PED BIKE 1 1 TrianglePeds/Bikes Crossing South LegPeds/Bikes Crossing West LegPeds/Bikes Crossing East LegPublix Intersection Pedestrian & Bicycle Count Hour Peds/Bikes Crossing North Leg 2/17/2016 Publix2ndPED Turning Movement Count Field Data Sheet & Sketch Date: Major Street: Minor Street: City/County: 'slatd Cd" G(lrrr 2-1.e/tl*/rn*J Count Times: <O rn - I ,30 pn I 4- 6 (l Direction: E-W Speed Limit: 20 mph Direction: N-S Speed Limit: 7i mph Weather: C(. n Unt, 1no(i *J lntersection Sketch {ln"):*sP:x$ \ \j -.J >{'p€ (,tJooJs File Name : Triangle&LelyIsland Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Passenger Vehicles - Heavy Vehicles - UTurns LELY ISLAND CIRCLE Southbound TRIANGLE BOULEVARD Westbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:30 AM 6 0 26 32 0 22 5 27 11 21 0 32 91 11:45 AM 8 0 34 42 0 20 4 24 11 15 0 26 92 Total 14 0 60 74 0 42 9 51 22 36 0 58 183 12:00 PM 9 0 23 32 1 24 8 33 19 18 0 37 102 12:15 PM 8 0 26 34 0 22 5 27 24 17 0 41 102 12:30 PM 4 0 9 13 0 26 2 28 14 13 0 27 68 12:45 PM 6 0 22 28 0 23 4 27 12 19 0 31 86 Total 27 0 80 107 1 95 19 115 69 67 0 136 358 01:00 PM 8 0 19 27 0 15 3 18 14 24 0 38 83 01:15 PM 7 0 18 25 0 18 4 22 15 20 0 35 82 *** BREAK *** Total 15 0 37 52 0 33 7 40 29 44 0 73 165 *** BREAK *** 04:00 PM 6 0 27 33 0 20 7 27 22 26 0 48 108 04:15 PM 0 0 33 33 0 23 4 27 21 21 0 42 102 04:30 PM 4 0 17 21 0 33 1 34 14 17 0 31 86 04:45 PM 2 0 16 18 0 23 4 27 20 33 0 53 98 Total 12 0 93 105 0 99 16 115 77 97 0 174 394 05:00 PM 6 0 23 29 2 16 1 19 21 14 0 35 83 05:15 PM 5 0 20 25 0 30 7 37 14 25 0 39 101 05:30 PM 3 0 17 20 0 24 5 29 19 12 0 31 80 05:45 PM 7 0 19 26 0 20 6 26 16 21 0 37 89 Total 21 0 79 100 2 90 19 111 70 72 0 142 353 Grand Total 89 0 349 438 3 359 70 432 267 316 0 583 1453 Apprch %20.3 0 79.7 0.7 83.1 16.2 45.8 54.2 0 Total %6.1 0 24 30.1 0.2 24.7 4.8 29.7 18.4 21.7 0 40.1 Passenger Vehicles 85 0 349 434 0 353 69 422 267 314 0 581 1437 % Passenger Vehicles 95.5 0 100 99.1 0 98.3 98.6 97.7 100 99.4 0 99.7 98.9 Heavy Vehicles 3 0 0 3 0 6 1 7 0 2 0 2 12 % Heavy Vehicles 3.4 0 0 0.7 0 1.7 1.4 1.6 0 0.6 0 0.3 0.8 UTurns 1 0 0 1 3 0 0 3 0 0 0 0 4 % UTurns 1.1 0 0 0.2 100 0 0 0.7 0 0 0 0 0.3 Intersection Turning Movement Count File Name : Triangle&LelyIsland Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: LELY ISLAND CIRCLE Southbound TRIANGLE BOULEVARD Westbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:30 AM 11:30 AM 6 0 26 32 0 22 5 27 11 21 0 32 91 11:45 AM 8 0 34 42 0 20 4 24 11 15 0 26 92 12:00 PM 9 0 23 32 1 24 8 33 19 18 0 37 102 12:15 PM 8 0 26 34 0 22 5 27 24 17 0 41 102 Total Volume 31 0 109 140 1 88 22 111 65 71 0 136 387 % App. Total 22.1 0 77.9 0.9 79.3 19.8 47.8 52.2 0 PHF .861 .000 .801 .833 .250 .917 .688 .841 .677 .845 .000 .829 .949 Passenger Vehicles 30 0 109 139 0 87 22 109 65 70 0 135 383 % Passenger Vehicles 96.8 0 100 99.3 0 98.9 100 98.2 100 98.6 0 99.3 99.0 Heavy Vehicles 1 0 0 1 0 1 0 1 0 1 0 1 3 % Heavy Vehicles 3.2 0 0 0.7 0 1.1 0 0.9 0 1.4 0 0.7 0.8 UTurns 0 0 0 0 1 0 0 1 0 0 0 0 1 % UTurns 0 0 0 0 100 0 0 0.9 0 0 0 0 0.3 Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 11:30 AM 12:00 PM 12:15 PM +0 mins.6 0 26 32 1 24 8 33 24 17 0 41 +15 mins.8 0 34 42 0 22 5 27 14 13 0 27 +30 mins.9 0 23 32 0 26 2 28 12 19 0 31 +45 mins.8 0 26 34 0 23 4 27 14 24 0 38 Total Volume 31 0 109 140 1 95 19 115 64 73 0 137 % App. Total 22.1 0 77.9 0.9 82.6 16.5 46.7 53.3 0 PHF .861 .000 .801 .833 .250 .913 .594 .871 .667 .760 .000 .835 Passenger Vehicles 30 0 109 139 0 95 19 114 64 73 0 137 % Passenger Vehicles 96.8 0 100 99.3 0 100 100 99.1 100 100 0 100 Heavy Vehicles 1 0 0 1 0 0 0 0 0 0 0 0 % Heavy Vehicles 3.2 0 0 0.7 0 0 0 0 0 0 0 0 UTurns 0 0 0 0 1 0 0 1 0 0 0 0 % UTurns 0 0 0 0 100 0 0 0.9 0 0 0 0 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 6 0 27 33 0 20 7 27 22 26 0 48 108 04:15 PM 0 0 33 33 0 23 4 27 21 21 0 42 102 04:30 PM 4 0 17 21 0 33 1 34 14 17 0 31 86 04:45 PM 2 0 16 18 0 23 4 27 20 33 0 53 98 Total Volume 12 0 93 105 0 99 16 115 77 97 0 174 394 % App. Total 11.4 0 88.6 0 86.1 13.9 44.3 55.7 0 PHF .500 .000 .705 .795 .000 .750 .571 .846 .875 .735 .000 .821 .912 Passenger Vehicles 12 0 93 105 0 98 16 114 77 97 0 174 393 % Passenger Vehicles 100 0 100 100 0 99.0 100 99.1 100 100 0 100 99.7 Heavy Vehicles 0 0 0 0 0 1 0 1 0 0 0 0 1 % Heavy Vehicles 0 0 0 0 0 1.0 0 0.9 0 0 0 0 0.3 UTurns 0 0 0 0 0 0 0 0 0 0 0 0 0 % UTurns 0 0 0 0 0 0 0 0 0 0 0 0 0 Intersection Turning Movement Count File Name : Triangle&LelyIsland Site Code : 16003 Start Date : 2/17/2016 Page No : 3 City/County: Naples/Collier Weather: Clear Comments: LELY ISLAND CIRCLE Southbound TRIANGLE BOULEVARD Westbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:30 PM 04:00 PM +0 mins.6 0 27 33 0 33 1 34 22 26 0 48 +15 mins.0 0 33 33 0 23 4 27 21 21 0 42 +30 mins.4 0 17 21 2 16 1 19 14 17 0 31 +45 mins.2 0 16 18 0 30 7 37 20 33 0 53 Total Volume 12 0 93 105 2 102 13 117 77 97 0 174 % App. Total 11.4 0 88.6 1.7 87.2 11.1 44.3 55.7 0 PHF .500 .000 .705 .795 .250 .773 .464 .791 .875 .735 .000 .821 Passenger Vehicles 12 0 93 105 0 101 13 114 77 97 0 174 % Passenger Vehicles 100 0 100 100 0 99 100 97.4 100 100 0 100 Heavy Vehicles 0 0 0 0 0 1 0 1 0 0 0 0 % Heavy Vehicles 0 0 0 0 0 1 0 0.9 0 0 0 0 UTurns 0 0 0 0 2 0 0 2 0 0 0 0 % UTurns 0 0 0 0 100 0 0 1.7 0 0 0 0 Intersection Turning Movement Count File Name : Triangle&LelyIsland Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Passenger Vehicles LELY ISLAND CIRCLE Southbound TRIANGLE BOULEVARD Westbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:30 AM 5 0 26 31 0 21 5 26 11 20 0 31 88 11:45 AM 8 0 34 42 0 20 4 24 11 15 0 26 92 Total 13 0 60 73 0 41 9 50 22 35 0 57 180 12:00 PM 9 0 23 32 0 24 8 32 19 18 0 37 101 12:15 PM 8 0 26 34 0 22 5 27 24 17 0 41 102 12:30 PM 4 0 9 13 0 26 2 28 14 13 0 27 68 12:45 PM 5 0 22 27 0 23 4 27 12 19 0 31 85 Total 26 0 80 106 0 95 19 114 69 67 0 136 356 01:00 PM 7 0 19 26 0 14 3 17 14 24 0 38 81 01:15 PM 7 0 18 25 0 16 3 19 15 19 0 34 78 *** BREAK *** Total 14 0 37 51 0 30 6 36 29 43 0 72 159 *** BREAK *** 04:00 PM 6 0 27 33 0 19 7 26 22 26 0 48 107 04:15 PM 0 0 33 33 0 23 4 27 21 21 0 42 102 04:30 PM 4 0 17 21 0 33 1 34 14 17 0 31 86 04:45 PM 2 0 16 18 0 23 4 27 20 33 0 53 98 Total 12 0 93 105 0 98 16 114 77 97 0 174 393 05:00 PM 5 0 23 28 0 16 1 17 21 14 0 35 80 05:15 PM 5 0 20 25 0 29 7 36 14 25 0 39 100 05:30 PM 3 0 17 20 0 24 5 29 19 12 0 31 80 05:45 PM 7 0 19 26 0 20 6 26 16 21 0 37 89 Total 20 0 79 99 0 89 19 108 70 72 0 142 349 Grand Total 85 0 349 434 0 353 69 422 267 314 0 581 1437 Apprch %19.6 0 80.4 0 83.6 16.4 46 54 0 Total %5.9 0 24.3 30.2 0 24.6 4.8 29.4 18.6 21.9 0 40.4 Intersection Turning Movement Count File Name : Triangle&LelyIsland Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: LELY ISLAND CIRCLE Southbound TRIANGLE BOULEVARD Westbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:30 AM 11:30 AM 5 0 26 31 0 21 5 26 11 20 0 31 88 11:45 AM 8 0 34 42 0 20 4 24 11 15 0 26 92 12:00 PM 9 0 23 32 0 24 8 32 19 18 0 37 101 12:15 PM 8 0 26 34 0 22 5 27 24 17 0 41 102 Total Volume 30 0 109 139 0 87 22 109 65 70 0 135 383 % App. Total 21.6 0 78.4 0 79.8 20.2 48.1 51.9 0 PHF .833 .000 .801 .827 .000 .906 .688 .852 .677 .875 .000 .823 .939 Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 11:30 AM 12:00 PM 12:15 PM +0 mins.5 0 26 31 0 24 8 32 24 17 0 41 +15 mins.8 0 34 42 0 22 5 27 14 13 0 27 +30 mins.9 0 23 32 0 26 2 28 12 19 0 31 +45 mins.8 0 26 34 0 23 4 27 14 24 0 38 Total Volume 30 0 109 139 0 95 19 114 64 73 0 137 % App. Total 21.6 0 78.4 0 83.3 16.7 46.7 53.3 0 PHF .833 .000 .801 .827 .000 .913 .594 .891 .667 .760 .000 .835 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 6 0 27 33 0 19 7 26 22 26 0 48 107 04:15 PM 0 0 33 33 0 23 4 27 21 21 0 42 102 04:30 PM 4 0 17 21 0 33 1 34 14 17 0 31 86 04:45 PM 2 0 16 18 0 23 4 27 20 33 0 53 98 Total Volume 12 0 93 105 0 98 16 114 77 97 0 174 393 % App. Total 11.4 0 88.6 0 86 14 44.3 55.7 0 PHF .500 .000 .705 .795 .000 .742 .571 .838 .875 .735 .000 .821 .918 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM +0 mins.6 0 27 33 0 19 7 26 22 26 0 48 +15 mins.0 0 33 33 0 23 4 27 21 21 0 42 +30 mins.4 0 17 21 0 33 1 34 14 17 0 31 +45 mins.2 0 16 18 0 23 4 27 20 33 0 53 Total Volume 12 0 93 105 0 98 16 114 77 97 0 174 % App. Total 11.4 0 88.6 0 86 14 44.3 55.7 0 PHF .500 .000 .705 .795 .000 .742 .571 .838 .875 .735 .000 .821 Intersection Turning Movement Count File Name : Triangle&LelyIsland Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Heavy Vehicles LELY ISLAND CIRCLE Southbound TRIANGLE BOULEVARD Westbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:30 AM 1 0 0 1 0 1 0 1 0 1 0 1 3 *** BREAK *** Total 1 0 0 1 0 1 0 1 0 1 0 1 3 *** BREAK *** 12:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 1 Total 1 0 0 1 0 0 0 0 0 0 0 0 1 01:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 1 01:15 PM 0 0 0 0 0 2 1 3 0 1 0 1 4 *** BREAK *** Total 0 0 0 0 0 3 1 4 0 1 0 1 5 *** BREAK *** 04:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 1 *** BREAK *** Total 0 0 0 0 0 1 0 1 0 0 0 0 1 05:00 PM 1 0 0 1 0 0 0 0 0 0 0 0 1 05:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 1 *** BREAK *** Total 1 0 0 1 0 1 0 1 0 0 0 0 2 Grand Total 3 0 0 3 0 6 1 7 0 2 0 2 12 Apprch %100 0 0 0 85.7 14.3 0 100 0 Total %25 0 0 25 0 50 8.3 58.3 0 16.7 0 16.7 LELY ISLAND CIRCLE Southbound TRIANGLE BOULEVARD Westbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 PM 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 1 01:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 1 01:15 PM 0 0 0 0 0 2 1 3 0 1 0 1 4 Total Volume 1 0 0 1 0 3 1 4 0 1 0 1 6 % App. Total 100 0 0 0 75 25 0 100 0 PHF .250 .000 .000 .250 .000 .375 .250 .333 .000 .250 .000 .250 .375 Intersection Turning Movement Count File Name : Triangle&LelyIsland Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: LELY ISLAND CIRCLE Southbound TRIANGLE BOULEVARD Westbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 11:30 AM 12:30 PM 11:30 AM +0 mins.1 0 0 1 0 0 0 0 0 1 0 1 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 0 1 0 1 0 0 0 0 +45 mins.0 0 0 0 0 2 1 3 0 0 0 0 Total Volume 1 0 0 1 0 3 1 4 0 1 0 1 % App. Total 100 0 0 0 75 25 0 100 0 PHF .250 .000 .000 .250 .000 .375 .250 .333 .000 .250 .000 .250 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 1 0 0 1 0 0 0 0 0 0 0 0 1 05:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 1 Total Volume 1 0 0 1 0 1 0 1 0 0 0 0 2 % App. Total 100 0 0 0 100 0 0 0 0 PHF .250 .000 .000 .250 .000 .250 .000 .250 .000 .000 .000 .000 .500 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:00 PM 04:00 PM +0 mins.0 0 0 0 0 1 0 1 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 +45 mins.1 0 0 1 0 0 0 0 0 0 0 0 Total Volume 1 0 0 1 0 1 0 1 0 0 0 0 % App. Total 100 0 0 0 100 0 0 0 0 PHF .250 .000 .000 .250 .000 .250 .000 .250 .000 .000 .000 .000 Intersection Turning Movement Count File Name : Triangle&LelyIsland Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- UTurns LELY ISLAND CIRCLE Southbound TRIANGLE BOULEVARD Westbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total *** BREAK *** 12:00 PM 0 0 0 0 1 0 0 1 0 0 0 0 1 *** BREAK *** Total 0 0 0 0 1 0 0 1 0 0 0 0 1 01:00 PM 1 0 0 1 0 0 0 0 0 0 0 0 1 *** BREAK *** Total 1 0 0 1 0 0 0 0 0 0 0 0 1 *** BREAK *** 05:00 PM 0 0 0 0 2 0 0 2 0 0 0 0 2 *** BREAK *** Total 0 0 0 0 2 0 0 2 0 0 0 0 2 Grand Total 1 0 0 1 3 0 0 3 0 0 0 0 4 Apprch %100 0 0 100 0 0 0 0 0 Total %25 0 0 25 75 0 0 75 0 0 0 0 LELY ISLAND CIRCLE Southbound TRIANGLE BOULEVARD Westbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:30 AM 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 1 0 0 1 0 0 0 0 1 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 1 0 0 1 0 0 0 0 1 % App. Total 0 0 0 100 0 0 0 0 0 PHF .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .000 .000 .250 Intersection Turning Movement Count File Name : Triangle&LelyIsland Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: LELY ISLAND CIRCLE Southbound TRIANGLE BOULEVARD Westbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 12:15 PM 11:30 AM 11:30 AM +0 mins.0 0 0 0 0 0 0 0 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 1 0 0 1 0 0 0 0 +45 mins.1 0 0 1 0 0 0 0 0 0 0 0 Total Volume 1 0 0 1 1 0 0 1 0 0 0 0 % App. Total 100 0 0 100 0 0 0 0 0 PHF .250 .000 .000 .250 .250 .000 .000 .250 .000 .000 .000 .000 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 2 0 0 2 0 0 0 0 2 Total Volume 0 0 0 0 2 0 0 2 0 0 0 0 2 % App. Total 0 0 0 100 0 0 0 0 0 PHF .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .000 .000 .250 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:15 PM 04:00 PM +0 mins.0 0 0 0 0 0 0 0 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 2 0 0 2 0 0 0 0 Total Volume 0 0 0 0 2 0 0 2 0 0 0 0 % App. Total 0 0 0 100 0 0 0 0 0 PHF .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .000 .000 Intersection Turning Movement Count Date: Day: Wednesday Count Times: 11:30am-1:30pm & 4-6pm Weather: Clear Intersection: Triangle Boulevard at Lely Island Circle Comments: C - Children under 12; S - Seniors 65 or over; D - Physical Disability 1 PED S1+S BIKE PED S BIKE N 11:30- 12:00 12:00- 12:30 12:30- 1:00 1:00- 1:30 4:00- 4:30 4:30- 5:00 5:00- 5:30 5:30- 6:00 PED BIKE PED BIKE 2 11:30- 12:00 11:30- 12:00 1112:00- 12:30 12:00- 12:30 3 12:30- 1:00 12:30- 1:00 3 1:00- 1:30 1:00- 1:30 14+2C4:00- 4:30 4:00- 4:30 224:30- 5:00 4:30- 5:00 315:00- 5:30 5:00- 5:30 12S5:30- 6:00 5:30- 6:00 PED BIKE PED BIKE 11:30- 12:00 12:00- 12:30 12:30- 1:00 1:00- 1:30 4:00- 4:30 4:30- 5:00 5:00- 5:30 5:30- 6:00 PED BIKE PED BIKE Lely IslandPeds/Bikes Crossing South LegPeds/Bikes Crossing West LegPeds/Bikes Crossing East LegTriangle Intersection Pedestrian & Bicycle Count Hour Peds/Bikes Crossing North Leg 2/17/2016 LelyIslandPED Turning Movement Count Field Data Sheet & Sketch Date: Major Street: Minor Street: City/County:(lrrr Count Times: Direction: Direction: Weather: l/rz/t^o cA'*" Dti"c < -l,sopn I{-6f E-W Speed Limit: 3a mpn N-S Speed Limit: ffif^ ^on/'1 I(-l2 &r Phasing: I,lrnt, yo(i z'J Intersection Sketch / ocu .t$ I Undn C'*l*"{',u File Name : Triangle&Celeste Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Passenger Vehicles - Heavy Vehicles - UTurns CELESTE DRIVE Southbound TRIANGLE BOULEVARD Westbound CELESTE DRIVE Northbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:30 AM 7 12 9 28 27 17 4 48 0 9 16 25 19 6 1 26 127 11:45 AM 5 7 7 19 36 16 4 56 2 12 24 38 15 7 4 26 139 Total 12 19 16 47 63 33 8 104 2 21 40 63 34 13 5 52 266 12:00 PM 6 12 6 24 37 22 8 67 4 18 24 46 14 10 4 28 165 12:15 PM 8 9 11 28 32 13 4 49 3 14 25 42 12 7 6 25 144 12:30 PM 6 15 12 33 30 16 3 49 0 10 38 48 8 7 2 17 147 12:45 PM 1 9 13 23 27 13 9 49 3 10 28 41 10 12 3 25 138 Total 21 45 42 108 126 64 24 214 10 52 115 177 44 36 15 95 594 01:00 PM 4 5 6 15 30 12 5 47 2 10 24 36 20 9 1 30 128 01:15 PM 5 14 7 26 29 14 5 48 0 21 22 43 13 13 3 29 146 *** BREAK *** Total 9 19 13 41 59 26 10 95 2 31 46 79 33 22 4 59 274 *** BREAK *** 04:00 PM 3 5 7 15 33 16 7 56 4 11 14 29 20 12 0 32 132 04:15 PM 3 8 12 23 31 13 9 53 3 22 26 51 13 6 2 21 148 04:30 PM 8 9 11 28 17 20 4 41 2 21 18 41 14 6 1 21 131 04:45 PM 3 10 11 24 25 16 6 47 2 13 13 28 26 5 1 32 131 Total 17 32 41 90 106 65 26 197 11 67 71 149 73 29 4 106 542 05:00 PM 5 10 7 22 28 13 8 49 0 17 17 34 16 5 3 24 129 05:15 PM 6 13 15 34 34 18 6 58 2 17 13 32 20 8 3 31 155 05:30 PM 5 10 8 23 31 20 5 56 1 10 27 38 9 6 0 15 132 05:45 PM 9 7 8 24 22 15 6 43 3 16 23 42 17 7 2 26 135 Total 25 40 38 103 115 66 25 206 6 60 80 146 62 26 8 96 551 Grand Total 84 155 150 389 469 254 93 816 31 231 352 614 246 126 36 408 2227 Apprch %21.6 39.8 38.6 57.5 31.1 11.4 5 37.6 57.3 60.3 30.9 8.8 Total %3.8 7 6.7 17.5 21.1 11.4 4.2 36.6 1.4 10.4 15.8 27.6 11 5.7 1.6 18.3 Passenger Vehicles 83 154 146 383 451 253 92 796 29 231 349 609 242 125 34 401 2189 % Passenger Vehicles 98.8 99.4 97.3 98.5 96.2 99.6 98.9 97.5 93.5 100 99.1 99.2 98.4 99.2 94.4 98.3 98.3 Heavy Vehicles 1 1 4 6 8 1 1 10 1 0 3 4 2 1 2 5 25 % Heavy Vehicles 1.2 0.6 2.7 1.5 1.7 0.4 1.1 1.2 3.2 0 0.9 0.7 0.8 0.8 5.6 1.2 1.1 UTurns 0 0 0 0 10 0 0 10 1 0 0 1 2 0 0 2 13 % UTurns 0 0 0 0 2.1 0 0 1.2 3.2 0 0 0.2 0.8 0 0 0.5 0.6 Intersection Turning Movement Count File Name : Triangle&Celeste Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: CELESTE DRIVE Southbound TRIANGLE BOULEVARD Westbound CELESTE DRIVE Northbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:45 AM 11:45 AM 5 7 7 19 36 16 4 56 2 12 24 38 15 7 4 26 139 12:00 PM 6 12 6 24 37 22 8 67 4 18 24 46 14 10 4 28 165 12:15 PM 8 9 11 28 32 13 4 49 3 14 25 42 12 7 6 25 144 12:30 PM 6 15 12 33 30 16 3 49 0 10 38 48 8 7 2 17 147 Total Volume 25 43 36 104 135 67 19 221 9 54 111 174 49 31 16 96 595 % App. Total 24 41.3 34.6 61.1 30.3 8.6 5.2 31 63.8 51 32.3 16.7 PHF .781 .717 .750 .788 .912 .761 .594 .825 .563 .750 .730 .906 .817 .775 .667 .857 .902 Passenger Vehicles 25 42 36 103 128 67 19 214 9 54 111 174 49 31 16 96 587 % Passenger Vehicles 100 97.7 100 99.0 94.8 100 100 96.8 100 100 100 100 100 100 100 100 98.7 Heavy Vehicles 0 1 0 1 2 0 0 2 0 0 0 0 0 0 0 0 3 % Heavy Vehicles 0 2.3 0 1.0 1.5 0 0 0.9 0 0 0 0 0 0 0 0 0.5 UTurns 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 5 % UTurns 0 0 0 0 3.7 0 0 2.3 0 0 0 0 0 0 0 0 0.8 Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 12:00 PM 11:45 AM 12:00 PM 11:30 AM +0 mins.6 12 6 24 36 16 4 56 4 18 24 46 19 6 1 26 +15 mins.8 9 11 28 37 22 8 67 3 14 25 42 15 7 4 26 +30 mins.6 15 12 33 32 13 4 49 0 10 38 48 14 10 4 28 +45 mins.1 9 13 23 30 16 3 49 3 10 28 41 12 7 6 25 Total Volume 21 45 42 108 135 67 19 221 10 52 115 177 60 30 15 105 % App. Total 19.4 41.7 38.9 61.1 30.3 8.6 5.6 29.4 65 57.1 28.6 14.3 PHF .656 .750 .808 .818 .912 .761 .594 .825 .625 .722 .757 .922 .789 .750 .625 .938 Passenger Vehicles 21 44 42 107 128 67 19 214 10 52 114 176 58 30 14 102 % Passenger Vehicles 100 97.8 100 99.1 94.8 100 100 96.8 100 100 99.1 99.4 96.7 100 93.3 97.1 Heavy Vehicles 0 1 0 1 2 0 0 2 0 0 1 1 1 0 1 2 % Heavy Vehicles 0 2.2 0 0.9 1.5 0 0 0.9 0 0 0.9 0.6 1.7 0 6.7 1.9 UTurns 0 0 0 0 5 0 0 5 0 0 0 0 1 0 0 1 % UTurns 0 0 0 0 3.7 0 0 2.3 0 0 0 0 1.7 0 0 1 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 5 10 7 22 28 13 8 49 0 17 17 34 16 5 3 24 129 05:15 PM 6 13 15 34 34 18 6 58 2 17 13 32 20 8 3 31 155 05:30 PM 5 10 8 23 31 20 5 56 1 10 27 38 9 6 0 15 132 05:45 PM 9 7 8 24 22 15 6 43 3 16 23 42 17 7 2 26 135 Total Volume 25 40 38 103 115 66 25 206 6 60 80 146 62 26 8 96 551 % App. Total 24.3 38.8 36.9 55.8 32 12.1 4.1 41.1 54.8 64.6 27.1 8.3 PHF .694 .769 .633 .757 .846 .825 .781 .888 .500 .882 .741 .869 .775 .813 .667 .774 .889 Passenger Vehicles 25 40 38 103 114 66 25 205 5 60 80 145 61 25 8 94 547 % Passenger Vehicles 100 100 100 100 99.1 100 100 99.5 83.3 100 100 99.3 98.4 96.2 100 97.9 99.3 Intersection Turning Movement Count Heavy Vehicles 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1 2 % Heavy Vehicles 0 0 0 0 0 0 0 0 16.7 0 0 0.7 0 3.8 0 1.0 0.4 UTurns 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 1 2 % UTurns 0 0 0 0 0.9 0 0 0.5 0 0 0 0 1.6 0 0 1.0 0.4 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:45 PM 04:15 PM 04:30 PM +0 mins.8 9 11 28 25 16 6 47 3 22 26 51 14 6 1 21 +15 mins.3 10 11 24 28 13 8 49 2 21 18 41 26 5 1 32 +30 mins.5 10 7 22 34 18 6 58 2 13 13 28 16 5 3 24 +45 mins.6 13 15 34 31 20 5 56 0 17 17 34 20 8 3 31 Total Volume 22 42 44 108 118 67 25 210 7 73 74 154 76 24 8 108 % App. Total 20.4 38.9 40.7 56.2 31.9 11.9 4.5 47.4 48.1 70.4 22.2 7.4 PHF .688 .808 .733 .794 .868 .838 .781 .905 .583 .830 .712 .755 .731 .750 .667 .844 Passenger Vehicles 21 42 44 107 116 67 25 208 7 73 73 153 75 23 8 106 % Passenger Vehicles 95.5 100 100 99.1 98.3 100 100 99 100 100 98.6 99.4 98.7 95.8 100 98.1 Heavy Vehicles 1 0 0 1 1 0 0 1 0 0 1 1 0 1 0 1 % Heavy Vehicles 4.5 0 0 0.9 0.8 0 0 0.5 0 0 1.4 0.6 0 4.2 0 0.9 UTurns 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 1 % UTurns 0 0 0 0 0.8 0 0 0.5 0 0 0 0 1.3 0 0 0.9 Intersection Turning Movement Count File Name : Triangle&Celeste Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Passenger Vehicles CELESTE DRIVE Southbound TRIANGLE BOULEVARD Westbound CELESTE DRIVE Northbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:30 AM 7 12 8 27 25 17 4 46 0 9 15 24 17 6 0 23 120 11:45 AM 5 7 7 19 36 16 4 56 2 12 24 38 15 7 4 26 139 Total 12 19 15 46 61 33 8 102 2 21 39 62 32 13 4 49 259 12:00 PM 6 12 6 24 34 22 8 64 4 18 24 46 14 10 4 28 162 12:15 PM 8 9 11 28 29 13 4 46 3 14 25 42 12 7 6 25 141 12:30 PM 6 14 12 32 29 16 3 48 0 10 38 48 8 7 2 17 145 12:45 PM 1 9 13 23 25 13 9 47 3 10 27 40 10 12 2 24 134 Total 21 44 42 107 117 64 24 205 10 52 114 176 44 36 14 94 582 01:00 PM 4 5 5 14 29 12 5 46 1 10 24 35 20 9 1 30 125 01:15 PM 5 14 6 25 28 13 5 46 0 21 22 43 12 13 3 28 142 *** BREAK *** Total 9 19 11 39 57 25 10 92 1 31 46 78 32 22 4 58 267 *** BREAK *** 04:00 PM 3 5 6 14 31 16 7 54 4 11 14 29 20 12 0 32 129 04:15 PM 3 8 12 23 30 13 9 52 3 22 25 50 13 6 2 21 146 04:30 PM 7 9 11 27 17 20 3 40 2 21 18 41 14 6 1 21 129 04:45 PM 3 10 11 24 24 16 6 46 2 13 13 28 26 5 1 32 130 Total 16 32 40 88 102 65 25 192 11 67 70 148 73 29 4 106 534 05:00 PM 5 10 7 22 28 13 8 49 0 17 17 34 15 4 3 22 127 05:15 PM 6 13 15 34 34 18 6 58 1 17 13 31 20 8 3 31 154 05:30 PM 5 10 8 23 30 20 5 55 1 10 27 38 9 6 0 15 131 05:45 PM 9 7 8 24 22 15 6 43 3 16 23 42 17 7 2 26 135 Total 25 40 38 103 114 66 25 205 5 60 80 145 61 25 8 94 547 Grand Total 83 154 146 383 451 253 92 796 29 231 349 609 242 125 34 401 2189 Apprch %21.7 40.2 38.1 56.7 31.8 11.6 4.8 37.9 57.3 60.3 31.2 8.5 Total %3.8 7 6.7 17.5 20.6 11.6 4.2 36.4 1.3 10.6 15.9 27.8 11.1 5.7 1.6 18.3 Intersection Turning Movement Count File Name : Triangle&Celeste Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: CELESTE DRIVE Southbound TRIANGLE BOULEVARD Westbound CELESTE DRIVE Northbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:45 AM 11:45 AM 5 7 7 19 36 16 4 56 2 12 24 38 15 7 4 26 139 12:00 PM 6 12 6 24 34 22 8 64 4 18 24 46 14 10 4 28 162 12:15 PM 8 9 11 28 29 13 4 46 3 14 25 42 12 7 6 25 141 12:30 PM 6 14 12 32 29 16 3 48 0 10 38 48 8 7 2 17 145 Total Volume 25 42 36 103 128 67 19 214 9 54 111 174 49 31 16 96 587 % App. Total 24.3 40.8 35 59.8 31.3 8.9 5.2 31 63.8 51 32.3 16.7 PHF .781 .750 .750 .805 .889 .761 .594 .836 .563 .750 .730 .906 .817 .775 .667 .857 .906 Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 12:00 PM 11:45 AM 12:00 PM 11:30 AM +0 mins.6 12 6 24 36 16 4 56 4 18 24 46 17 6 0 23 +15 mins.8 9 11 28 34 22 8 64 3 14 25 42 15 7 4 26 +30 mins.6 14 12 32 29 13 4 46 0 10 38 48 14 10 4 28 +45 mins.1 9 13 23 29 16 3 48 3 10 27 40 12 7 6 25 Total Volume 21 44 42 107 128 67 19 214 10 52 114 176 58 30 14 102 % App. Total 19.6 41.1 39.3 59.8 31.3 8.9 5.7 29.5 64.8 56.9 29.4 13.7 PHF .656 .786 .808 .836 .889 .761 .594 .836 .625 .722 .750 .917 .853 .750 .583 .911 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 5 10 7 22 28 13 8 49 0 17 17 34 15 4 3 22 127 05:15 PM 6 13 15 34 34 18 6 58 1 17 13 31 20 8 3 31 154 05:30 PM 5 10 8 23 30 20 5 55 1 10 27 38 9 6 0 15 131 05:45 PM 9 7 8 24 22 15 6 43 3 16 23 42 17 7 2 26 135 Total Volume 25 40 38 103 114 66 25 205 5 60 80 145 61 25 8 94 547 % App. Total 24.3 38.8 36.9 55.6 32.2 12.2 3.4 41.4 55.2 64.9 26.6 8.5 PHF .694 .769 .633 .757 .838 .825 .781 .884 .417 .882 .741 .863 .763 .781 .667 .758 .888 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:45 PM 04:15 PM 04:00 PM +0 mins.7 9 11 27 24 16 6 46 3 22 25 50 20 12 0 32 +15 mins.3 10 11 24 28 13 8 49 2 21 18 41 13 6 2 21 +30 mins.5 10 7 22 34 18 6 58 2 13 13 28 14 6 1 21 +45 mins.6 13 15 34 30 20 5 55 0 17 17 34 26 5 1 32 Total Volume 21 42 44 107 116 67 25 208 7 73 73 153 73 29 4 106 % App. Total 19.6 39.3 41.1 55.8 32.2 12 4.6 47.7 47.7 68.9 27.4 3.8 PHF .750 .808 .733 .787 .853 .838 .781 .897 .583 .830 .730 .765 .702 .604 .500 .828 Intersection Turning Movement Count File Name : Triangle&Celeste Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- Heavy Vehicles CELESTE DRIVE Southbound TRIANGLE BOULEVARD Westbound CELESTE DRIVE Northbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:30 AM 0 0 1 1 1 0 0 1 0 0 1 1 1 0 1 2 5 *** BREAK *** Total 0 0 1 1 1 0 0 1 0 0 1 1 1 0 1 2 5 12:00 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 12:15 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 12:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 12:45 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 2 Total 0 1 0 1 2 0 0 2 0 0 1 1 0 0 1 1 5 01:00 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 01:15 PM 0 0 1 1 1 1 0 2 0 0 0 0 1 0 0 1 4 *** BREAK *** Total 0 0 2 2 1 1 0 2 0 0 0 0 1 0 0 1 5 *** BREAK *** 04:00 PM 0 0 1 1 2 0 0 2 0 0 0 0 0 0 0 0 3 04:15 PM 0 0 0 0 1 0 0 1 0 0 1 1 0 0 0 0 2 04:30 PM 1 0 0 1 0 0 1 1 0 0 0 0 0 0 0 0 2 04:45 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 Total 1 0 1 2 4 0 1 5 0 0 1 1 0 0 0 0 8 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 *** BREAK *** Total 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1 2 Grand Total 1 1 4 6 8 1 1 10 1 0 3 4 2 1 2 5 25 Apprch %16.7 16.7 66.7 80 10 10 25 0 75 40 20 40 Total %4 4 16 24 32 4 4 40 4 0 12 16 8 4 8 20 CELESTE DRIVE Southbound TRIANGLE BOULEVARD Westbound CELESTE DRIVE Northbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 PM 12:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 12:45 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 2 01:00 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 01:15 PM 0 0 1 1 1 1 0 2 0 0 0 0 1 0 0 1 4 Total Volume 0 1 2 3 1 1 0 2 0 0 1 1 1 0 1 2 8 % App. Total 0 33.3 66.7 50 50 0 0 0 100 50 0 50 PHF .000 .250 .500 .750 .250 .250 .000 .250 .000 .000 .250 .250 .250 .000 .250 .500 .500 Intersection Turning Movement Count File Name : Triangle&Celeste Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: CELESTE DRIVE Southbound TRIANGLE BOULEVARD Westbound CELESTE DRIVE Northbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 12:30 PM 11:30 AM 11:30 AM 11:30 AM +0 mins.0 1 0 1 1 0 0 1 0 0 1 1 1 0 1 2 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins.0 0 1 1 1 0 0 1 0 0 0 0 0 0 0 0 +45 mins.0 0 1 1 1 0 0 1 0 0 0 0 0 0 0 0 Total Volume 0 1 2 3 3 0 0 3 0 0 1 1 1 0 1 2 % App. Total 0 33.3 66.7 100 0 0 0 0 100 50 0 50 PHF .000 .250 .500 .750 .750 .000 .000 .750 .000 .000 .250 .250 .250 .000 .250 .250 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 1 1 2 0 0 2 0 0 0 0 0 0 0 0 3 04:15 PM 0 0 0 0 1 0 0 1 0 0 1 1 0 0 0 0 2 04:30 PM 1 0 0 1 0 0 1 1 0 0 0 0 0 0 0 0 2 04:45 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 Total Volume 1 0 1 2 4 0 1 5 0 0 1 1 0 0 0 0 8 % App. Total 50 0 50 80 0 20 0 0 100 0 0 0 PHF .250 .000 .250 .500 .500 .000 .250 .625 .000 .000 .250 .250 .000 .000 .000 .000 .667 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:15 PM +0 mins.0 0 1 1 2 0 0 2 0 0 0 0 0 0 0 0 +15 mins.0 0 0 0 1 0 0 1 0 0 1 1 0 0 0 0 +30 mins.1 0 0 1 0 0 1 1 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 1 0 0 1 0 0 0 0 0 1 0 1 Total Volume 1 0 1 2 4 0 1 5 0 0 1 1 0 1 0 1 % App. Total 50 0 50 80 0 20 0 0 100 0 100 0 PHF .250 .000 .250 .500 .500 .000 .250 .625 .000 .000 .250 .250 .000 .250 .000 .250 Intersection Turning Movement Count File Name : Triangle&Celeste Site Code : 16003 Start Date : 2/17/2016 Page No : 1 City/County: Naples/Collier Weather: Clear Comments: Groups Printed- UTurns CELESTE DRIVE Southbound TRIANGLE BOULEVARD Westbound CELESTE DRIVE Northbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 11:30 AM 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 1 2 *** BREAK *** Total 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 1 2 12:00 PM 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 12:15 PM 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 12:30 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 12:45 PM 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 Total 0 0 0 0 7 0 0 7 0 0 0 0 0 0 0 0 7 01:00 PM 0 0 0 0 1 0 0 1 1 0 0 1 0 0 0 0 2 *** BREAK *** Total 0 0 0 0 1 0 0 1 1 0 0 1 0 0 0 0 2 *** BREAK *** 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 *** BREAK *** 05:30 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 *** BREAK *** Total 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 1 2 Grand Total 0 0 0 0 10 0 0 10 1 0 0 1 2 0 0 2 13 Apprch %0 0 0 100 0 0 100 0 0 100 0 0 Total %0 0 0 0 76.9 0 0 76.9 7.7 0 0 7.7 15.4 0 0 15.4 CELESTE DRIVE Southbound TRIANGLE BOULEVARD Westbound CELESTE DRIVE Northbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 12:15 PM 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 12:30 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 12:45 PM 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 Total Volume 0 0 0 0 7 0 0 7 0 0 0 0 0 0 0 0 7 % App. Total 0 0 0 100 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .875 .000 .000 .875 .000 .000 .000 .000 .000 .000 .000 .000 .875 Intersection Turning Movement Count File Name : Triangle&Celeste Site Code : 16003 Start Date : 2/17/2016 Page No : 2 City/County: Naples/Collier Weather: Clear Comments: CELESTE DRIVE Southbound TRIANGLE BOULEVARD Westbound CELESTE DRIVE Northbound TRIANGLE BOULEVARD Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:30 AM to 01:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 11:30 AM 12:00 PM 12:15 PM 11:30 AM +0 mins.0 0 0 0 2 0 0 2 0 0 0 0 1 0 0 1 +15 mins.0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 2 0 0 2 1 0 0 1 0 0 0 0 Total Volume 0 0 0 0 7 0 0 7 1 0 0 1 1 0 0 1 % App. Total 0 0 0 100 0 0 100 0 0 100 0 0 PHF .000 .000 .000 .000 .875 .000 .000 .875 .250 .000 .000 .250 .250 .000 .000 .250 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 Total Volume 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 1 2 % App. Total 0 0 0 100 0 0 0 0 0 100 0 0 PHF .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .000 .000 .250 .000 .000 .250 .500 Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:45 PM 04:00 PM 04:15 PM +0 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 1 Total Volume 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 1 % App. Total 0 0 0 100 0 0 0 0 0 100 0 0 PHF .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .000 .000 .250 .000 .000 .250 Intersection Turning Movement Count Date: Day: Wednesday Count Times: 11:30am-1:30pm & 4-6pm Weather: Clear Intersection: Triangle Boulevard at Celeste Drive Comments: C - Children under 12; S - Seniors 65 or over; D - Physical Disability 21PED 3 121 BIKE PED 2 BIKE 4 1 1 N 11:30- 12:00 12:00- 12:30 12:30- 1:00 1:00- 1:30 4:00- 4:30 4:30- 5:00 5:00- 5:30 5:30- 6:00 PED BIKE PED BIKE 453111:30- 12:00 11:30- 12:00 1 225 12:00- 12:30 12:00- 12:30 1 12112:30- 1:00 12:30- 1:00 1 321:00- 1:30 1:00- 1:30 2 4124:00- 4:30 4:00- 4:30 1 13124:30- 5:00 4:30- 5:00 115:00- 5:30 5:00- 5:30 13 5:30- 6:00 5:30- 6:00 1 PED BIKE PED BIKE 11:30- 12:00 12:00- 12:30 12:30- 1:00 1:00- 1:30 4:00- 4:30 4:30- 5:00 5:00- 5:30 5:30- 6:00 1 PED BIKE PED 1 BIKE CelestePeds/Bikes Crossing South LegPeds/Bikes Crossing West LegPeds/Bikes Crossing East LegTriangle Intersection Pedestrian & Bicycle Count Hour Peds/Bikes Crossing North Leg 2/17/2016 CelestePED Queue Observations Date of Observations: 2/17/16 Observation Times: 11:30am-1:30pm & 4-6pm Price Street at Waterford Drive No queueing problems observed Price Street at Fifth Third Bank & Shops at Eagle Creek (Plaza) 11:30am-12pm – Price NB left turn lane at US 41 intersection queued back to plaza driveway just as signal turned green and vehicles proceeded through signal. Similar queue also occurred at: 12:52, 4:33, 4:59, 5:03, 5:52, and 5:58. 1:24pm & 5:46pm - Price NB left turn lane at US 41 intersection queued one car past plaza driveway causing vehicles exiting plaza to queue. US 41 at Triangle Boulevard/Price Street EB US 41 shoulder thru lane queued back to & sometimes past the right turn lane at the following times: 11:33, 11:38, 11:43, 11:55, 1:18, 4:15, 4:17, 4:39, 5:21, and 5:28. WB US 41 thru lanes queued back to the right turn lane at the following times: 11:49, 12:18, 12:23, 4:35, 4:47, 5:19, 5:22, and 5:54 5:19pm – longest WB US 41 queue Triangle Boulevard at Chase Bank & Publix 1st Median Opening 11:30am-12:47pm & 4:11-4:54pm - Triangle SB at US 41 intersection often queued back to and past median opening blocking the Chase Bank driveway. 4:50pm – longest queue and delay Triangle Boulevard at Publix 2nd Median Opening No queueing problems observed Triangle Boulevard at Lely Island Circle No queueing problems observed Triangle Boulevard at Celeste Drive No queueing problems observed Appendix B Existing Conditions HCS Analysis Summary Sheets Appendix C Trip Generation Calculations Appendix D Project Traffic Trip Distributions ºUS 41 Commercial Rd #1 Commercial Rd #2 Be aum a ris at Lel y Re so rtPeak H ou r Vol um es Commercial Entr(Shops at Eagle Creek) P rice S tWaterford Dr FifthThirdBank Lely Island Circle TriangleBlvdCeleste DrBeaumaris (1) 1(5) 6 6 (27) (5) 6 1 (4)(1) 13 (8)(6) 7(1) 1 1 (4)3 (8)4 (12) (39) 8 7 (31) LEGEND xx = Noon Peak Hour(xx) = PM Peak Hour (8) 9 10 (47)4 (23)7 (31)4 (23)1 (4)(1) 14 (23)2 (4)1 (4)4 (23)(6) 7(7 ) 8 (7) 8 4 (23)4 (12)4 (23)1 (8)(7) 81 (1)1 (4) 9 (43) 8 (8)3 (8)(6) 73 (8) ºUS 41 Commercial Rd #1 Commercial Rd #2 Cele ste So uth at Le ly R esor tPeak H ou r Vol um es Commercial Entr(Shops at Eagle Creek) P rice S tWaterford Dr FifthThirdBank Lely Island Circle TriangleBlvdCeleste DrCelesteSouth LEGEND xx = Noon Peak Hour(xx) = PM Peak Hour0 (3)0 (3)(0) 04 (26) (5) 4 2 (22)2 (7)2 (7)6 (7)2 (22)2 (22)(5) 4(1) 1 1 (4)2 (7)(6 ) 5 3 (11)6 (8) (6) 5 6 (8) (37) 62 (22)6 (37)6 (8)(6) 51 (1)(3) 1 (59) 8 (62) 9 (5) 42 (7)(5) 42 (22)2 (22) (5) 4 2 (4)0 (3)(0) 0(0) 0 ºUS 41 Commercial Rd #1 Commercial Rd #2 Tr iang le Plaza a t L ely R esor tPeak H ou r Vol um es Commercial Entr(Shops at Eagle Creek) P rice S tWaterford Dr FifthThirdBank Lely Island Circle TriangleBlvdCeleste DrTrianglePlaza (10) 11(62) 69 9 (11)(10) 11(22) 18(23) 18(125) 85 201 (183) (170) 121 52 (49)61 (54)(113) 61 28 (23) (54) 61 23 (21)(22) 1828 (23)52 (49)80 (72)(9) 7(13) 11(10) 14 66 (62)66 (62)57 (52) LEGEND xx = Noon Peak Hour(xx) = PM Peak Hour(10) 119 (11)(62) 6955 (67)9 (11)82 (101)46 (41) 46 (41) 57 (52)9 (10)9 (10)(13) 11(13) 11(1 3 ) 1 1 (113) 126(23) 18 ºUS 41 Commercial Rd #1 Commercial Rd #2 Tr iang le Plaza N et NewNoon Peak Ho ur Vo lum e s Commercial Entr(Shops at Eagle Creek) P rice S tWaterford Dr FifthThirdBank Lely Island Circle TriangleBlvdCeleste DrTrianglePlaza (0) 11(0) 69 9 (2)(0) 11(13) 8552 (13)61 (7)18 (0)18 (0)(7) 97 23 (0)(0) 1828 (7)52 (13)80 (20)(0) 7(0) 11(4) 14 66 (16)(0) 119 (2)(0) 6955 (7)9 (2)82 (11)46 (0) 46 (0)9 (2)9 (2)(0) 11(0) 11 (0) 126 LEGEND (XX) = Pass-By TripsXX = Net New Trips71157 (14)437 11 57 (14)4366 (16)50 (0) 1111507 (0) 10 7 711(0) 18186018213990 3954181823 72 12648771146 (20)12646 46 (0)46 (11) 8271 116969 55 (7)48 46 (11) 8271 7117119 (2)7(0) 1111(0) 149(0) 1818149 ºUS 41 Commercial Rd #1 Commercial Rd #2 Tr iang le Plaza N et NewPM Peak Ho ur Volum e s Commercial Entr(Shops at Eagle Creek) P rice S tWaterford Dr FifthThirdBank Lely Island Circle TriangleBlvdCeleste DrTrianglePlaza (0) 10(0) 62 11 (3)(0) 10(12) 12549 (12)54 (6)23 (0)22 (0)(6) 99 21 (0)(0) 2223 (6)49 (12)72 (18)(0) 9(0) 13(3) 10 62 (15)(0) 1011 (3)(0) 6267 (5)11 (3)101 (10)41 (0) 41 (0)10 (3)10 (3)(0) 13(0) 13 (0) 113 LEGEND (XX) = Pass-By TripsXX = Net New Trips713713 62 (15)47 (0) 1313479 (0) 7 9 913(0) 22225422173793 3748222321 113 11362891179 (18)16141 41 (0)41 (10) 10191 106262 67 (5)62 41 (10) 10191 81081011 (3)852 (12)40 52 (12)40 157 (6)151 (0) 134(0) 222213449 (12)37 (0) 1010 ºUS 41 Commercial Rd #1 Commercial Rd #2 Lely Fre edo m Sq uar ePeak H ou r Vol um es Commercial Entr(Shops at Eagle Creek) P rice S tWaterford Dr FifthThirdBank Lely Island Circle TriangleBlvdCeleste DrLelyFreedomSquare 83 (50) (59) 95 21 (13)21 (13)(29) 47(30) 47 41 (25)21 (13)62 (38) (100) 163(15) 24 189 (119)(38) 62 LEGEND xx = Noon Peak Hour(xx) = PM Peak Hour(37) 6262 (37)21 (13)(44) 71(15) 2495 (59)62 (37)(15) 24(44) 70(5 9 ) 9 4 47 (30)47 (30)(37) 62(138) 225 189 (119)(38) 62(37) 62(100) 163(29) 47(15) 2421 (13)(59) 95 ºUS 41 Commercial Rd #1 Commercial Rd #2 Wa waPeak H ou r Vol um es Commercial Entr(Shops at Eagle Creek) P rice S tWaterford Dr FifthThirdBankWawa Lely Island Circle TriangleBlvdCeleste Dr(48) 38(12) 10(48) 38(48) 39 (48) 38 (92) 88 120 (126)(11) 11(131) 105 (12) 10 131 (137) (143) 115 11 (11)11 (11)(4) 4(8) 6(6) 6 5 (5)5 (5)(96) 77 LEGEND xx = Noon Peak Hour(xx) = PM Peak Hour(8) 699 (103)(108) 86(23) 1988 (92)11 (11)(96) 7788 (92)(12) 10(12) 10(8) 6(8 ) 6 5 (5)5 (5)11 (11)88 (92) (48) 38 38 (48) 21 (23) ºWaw a N et NewNoon Peak H our Volumes(LU C 820) US 41 Shops at Eagle Creek P rice S tWaterford Dr Fifth ThirdBank Wawa 6(0)6 7(0)7 54(1)5343(0)43 48(0)48 (0) 22(11)2110 (11)5443 43(11)32 61(1)60 13(0)13 74(1)73 48(0)10(0)48 1081(1)80(1)6463 74(1)73 (0)5858(1)65 (0)7758(0)58 (0)776(1)5 LEGEND (XX) - Pass-By TripsXX - Net New Trips 54(1)53 54(1)53 (11)4231 21 6 21(0) (0) (0)21 6 21 22 ºWaw a N et NewNoon Peak H our Volumes(LU C 945) US 41 Shops at Eagle Creek P rice S tWaterford Dr Fifth ThirdBank Wawa 4(0)4 4(0)4 34(0)34 38(0)38 (0) 17(17)170 (17)3417 34(17)17 38(2)36 8(0)8 46(2)44 38(0)9(0)38 950(2)48(2)5149 46(2)44 (0)4747(2)42 (0)4447(0)47 (0)444(2)2 LEGEND (XX) - Pass-By TripsXX - Net New Trips (17)3417 17(0)17 17 34(2)32 34(2)3234(2)32 4(0)4 17(0)17 ºWaw a N et NewNoon Peak H our Volumes(Total D evel opm ent) US 41 Shops at Eagle Creek P rice S tWaterford Dr Fifth ThirdBank Wawa 10(0)10 11(0)11 88(3)8577(0)77 88(3)85 86(0)86 (0)3939(28)3810 (28)8860 77(28)49 99(3)96 21(0)21 120(3)117 86(0)19(0)86 19131(3)128(3)115 112 120(3)117 (0)105 105(3)107 (0)1111105(0)105 (0)111110(3)7(28)7648 88(3)85 LEGEND (XX) - Pass-By TripsXX - Net New Trips 38 10 38(0) (0) (0)38 10 38 ºWaw a N et NewPM Peak H our Volumes(LU C 820) US 41 Shops at Eagle Creek P rice S tWaterford Dr Fifth ThirdBank Wawa 7(0)7 6(0)6 52(0)52 59(0)59 (0) 26(13)261352(13)39 54(2)52 13(0)13 67(2)65 59(0)13(0)59 1373(2)71(2)7977 67(2)65 (0)7272(2)75 (0)6672(0)72 (0)667(2)5 LEGEND (XX) - Pass-By TripsXX - Net New Trips 26(0)26 26 7(0)7 26(0)26 (13)4835 48(2)46 48(2)4648(2)46 (13)5239 ºWaw a N et NewPM Peak H our Volumes(LU C 945) US 41 Shops at Eagle Creek P rice S tWaterford Dr Fifth ThirdBank Wawa 5(0)5 5(0)5 44(0)44 49(0)49 (0) 22(22)22044(22)22 49(3)46 10(0)10 59(3)56 49(0)10(0)49 1064(3)61(3)6461 59(3)56 (0)5959(3)52 (0)5559(0)59 (0)555(3)2 LEGEND (XX) - Pass-By TripsXX - Net New Trips 22(0)22 22 5(0)5 22(0)22 (22)4422 (22)4422 44(3)41 44(3)41 44(3)41 ºWaw a N et NewPM Peak H our Volumes(Total D evel opm ent) US 41 Shops at Eagle Creek P rice S tWaterford Dr Fifth ThirdBank Wawa 12(0)12 11(0)11 96(0)96 108(0)108 (0) 48(35)481396(35)61 103(5)98 23(0)23 126(5)121 108(0)23(0)108 23137(5)132(5)143 138 126(5)121 (0)131 131(5)127 (0)1111131(0)131 (0)111112(5)7 LEGEND (XX) - Pass-By TripsXX - Net New Trips 48(0)48 48 12(0)12 48(0)48 (35)9257 (35)9661 92(5)87 92(5)87 92(5)87 ºUS 41 Commercial Rd #1 Commercial Rd #2 Futur e Fre e Sta nd ing D iscou nt Sto rePeak H ou r Vol um es Commercial Entr(Shops at Eagle Creek) P rice S tWaterford Dr FifthThirdBank Lely Island Circle TriangleBlvdCeleste DrFutureFree StandingDiscountStore (6) 6(70) 67 6 (6)(6) 668 (76)(76) 7368 (76)12 (13)(13) 11(13) 12 61 (63) LEGEND xx = Noon Peak Hour(xx) = PM Peak Hour(6) 66 (6)(70) 6762 (70)6 (6)85 (89) 61 (63)12 (13)12 (13)(13) 11(76) 7312 (13)11 (13)(151) 134(151) 134 (13) 11(151) 13473 (76)73 (76)11 (13) (13) 12 (164) 145(164) 14573 (76)(89) 8511 (13)68 (76)79 (89)145 (164)158 (165)158 (165) (89) 85(89) 8579 (89) (164) 145 (89) 85(89) 85(89) 8585 (89)(76) 7368 (76)(76) 7362 (70) (70) 67 6 (6)(6) 6 Appendix E Historic Growth Trend Analysis Appendix F Year 2020 HCS Analysis Summary Sheets Appendix G Recommended Improvement Concept and AutoTurn Output 585'165' 216' N WES 41 AIM ENGINEERING & SURVEYING, INC. FAX: (813) 664-1899 WWW.AIMENGR.COM TEL: (813) 627-4144 TAMPA, FLORIDA 33619 3802 CORPOREX PARK DRIVE, SUITE 225 0 20 40 60 80 100 Feet COLLIER COUNTY TRIANGLE BOULEVARD TRAFFIC STUDY CONCEPT LAYOUTWITH AUTOTURN Sheet 1 IMPROVEMENT CONCEPT PROPOSED October 17, 2016 TRIANGLE BLVDPRICE ST W ATERFORD DR P RI C E S T Hobby Lobby Bank Chase PublixBank Fargo Wells Bank Third Fifth WAWA COM MERCIAL RD #1McDonalds Eagle Creek Shops at Outback DIAMETER = 90 FT INSCRIBED CIRCLE 3,984 Sq. Ft. 743 Sq. Ft. 2,303 Sq. Ft. 617 Sq. Ft. 611 Sq. Ft. 168 Sq. Ft. 775 Sq. Ft. 776 Sq. Ft. AIM ENGINEERING & SURVEYING, INC. FAX: (813) 664-1899 WWW.AIMENGR.COM TEL: (813) 627-4144 TAMPA, FLORIDA 33619 3802 CORPOREX PARK DRIVE, SUITE 225 0 20 40 60 80 100 Feet COLLIER COUNTY TRIANGLE BOULEVARD TRAFFIC STUDY N W E S Sheet 2 IMPROVEMENT CONCEPT PROPOSED October 17, 2016 H obby Lobby Publix CO MMER CIAL RD #2 CELESTE D RLELY ISLAND CIR2,722 Sq. Ft.891 Sq. Ft. Lely Resort South at Celeste CLOSED DRIVEWAY N WES AIM ENGINEERING & SURVEYING, INC. FAX: (813) 664-1899 WWW.AIMENGR.COM TEL: (813) 627-4144 TAMPA, FLORIDA 33619 3802 CORPOREX PARK DRIVE, SUITE 225 0 20 40 60 80 100 Feet COLLIER COUNTY TRIANGLE BOULEVARD TRAFFIC STUDY WITH AUTOTURNCONCEPT LAYOUT WITH DEV PLAN CONNECTIONS Sheet 3 IMPROVEMENT CONCEPT PROPOSED October 17, 2016 CELESTE DR Lely Resort South at Celeste Square Freedom Lely at Lely Resort Beaumaris CLOSED DRIVEWAY 1,623 Sq. Ft. 4,380 Sq. Ft. 979 Sq. Ft. 245 Sq. Ft. 986 Sq. Ft. 585'165' 216' P AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. P AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. P AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. P AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. P AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. P AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. P AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. P AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. WB-40 AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. WB-40 AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. WB-40 AASHTO 2004 (US)(c) 2015 Transoft Solutions, Inc. All rights reserved.WB-40AASHTO 2004 (US)(c) 2015 Transoft Solutions, Inc. All rights reserved.WB-40 AASHTO 2011 (US)(c) 2015 Transoft Solutions, Inc. All rights reserved.WB-40AASHTO 2011 (US)(c) 2015 Transoft Solutions, Inc. All rights reserved. 19.43ft WB-40AASHTO 2011 (US)(c) 2015 Transoft Solutions, Inc. All rights reserved. WB-40AASHTO 2011 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved.19.25ftN WES 41 AIM ENGINEERING & SURVEYING, INC. FAX: (813) 664-1899 WWW.AIMENGR.COM TEL: (813) 627-4144 TAMPA, FLORIDA 33619 3802 CORPOREX PARK DRIVE, SUITE 225 0 20 40 60 80 100 Feet COLLIER COUNTY TRIANGLE BOULEVARD TRAFFIC STUDY CONCEPT LAYOUTWITH AUTOTURN Sheet 1 IMPROVEMENT CONCEPT PROPOSED October 17, 2016 TRIANGLE BLVDPRICE ST W ATERFORD DR P RI C E S T Hobby Lobby Bank Chase PublixBank Fargo Wells Bank Third Fifth WAWA COM MERCIAL RD #1McDonalds Eagle Creek Shops at Outback DIAMETER = 90 FT INSCRIBED CIRCLE 3,984 Sq. Ft. 743 Sq. Ft. 2,303 Sq. Ft. 617 Sq. Ft. 611 Sq. Ft. 168 Sq. Ft. 775 Sq. Ft. 776 Sq. Ft. with AutoTURN WB-40 WB-40 P AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. P AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. P AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. P AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. P AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. PA ASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. P AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. P AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. P AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. P AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. P AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. P AASHTO 2004 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. PAASHTO 2004 (US)(c) 2015 Transoft Solutions, Inc. All rights reserved.PAASHTO 2004 (US)(c) 2015 Transoft Solutions, Inc. All rights reserved.WB-62L FL PPM 2013 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved.WB-62L FL PP M 2013 (US)(c) 2015 Transoft Solutions, Inc. All rights reserved.WB-62L FL PPM 2013 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. AIM ENGINEERING & SURVEYING, INC. FAX: (813) 664-1899 WWW.AIMENGR.COM TEL: (813) 627-4144 TAMPA, FLORIDA 33619 3802 CORPOREX PARK DRIVE, SUITE 225 0 20 40 60 80 100 Feet COLLIER COUNTY TRIANGLE BOULEVARD TRAFFIC STUDY N W E S Sheet 2 IMPROVEMENT CONCEPT PROPOSED October 17, 2016 H obby Lobby Publix CO MMER CIAL RD #2 CELESTE D RLELY ISLAND CIR2,722 Sq. Ft.891 Sq. Ft. Lely Resort South at Celeste CLOSED DRIVEWAY with AutoTURN WB-62FL WB-62LFL PPM 2013 (US)(c) 2015 Transoft Solutions, Inc. All rights reserved. WB-62L FL PPM 2013 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved.WB-62LFL PPM 2013 (US)(c) 2015 Transoft Solutions, Inc. All rights reserved.WB-62LFL PPM 2013 (US)(c) 2015 Transoft Solutions, Inc. All rights reserved. WB-62L FL PPM 2013 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. WB-62L FL PPM 2013 (US) (c) 2015 Transoft Solutions, Inc. All rights reserved. N WES AIM ENGINEERING & SURVEYING, INC. FAX: (813) 664-1899 WWW.AIMENGR.COM TEL: (813) 627-4144 TAMPA, FLORIDA 33619 3802 CORPOREX PARK DRIVE, SUITE 225 0 20 40 60 80 100 Feet COLLIER COUNTY TRIANGLE BOULEVARD TRAFFIC STUDY WITH AUTOTURNCONCEPT LAYOUT WITH DEV PLAN CONNECTIONS Sheet 3 IMPROVEMENT CONCEPT PROPOSED October 17, 2016 CELESTE DR Lely Resort South at Celeste Square Freedom Lely at Lely Resort Beaumaris CLOSED DRIVEWAY 1,623 Sq. Ft. 4,380 Sq. Ft. 979 Sq. Ft. 245 Sq. Ft. 986 Sq. Ft. WB-62FL WB-62FL with AutoTURN