Table of Contents 1. Executive Summary... 4 2. Analysiss Methodology... 4 3. Introduction... 4 4. Roadway Geometric Conditions... 5 4.1 Las Ramblas Community Access/ Egress Roads... 7 5. Traffic Data Collection... 8 6. Proposed Gate Access and Operations............... 11 7. Residents New Traffic Assignment... 11 8. Level off Service Analysis... 13 9. Queue Analysis... 16 9.1 Storage Length Evaluation... 16 9.2 Emergency Vehicles Access... 17 1. Summary of Findings and Recommendations... 17 Table of Figures Figure 1: Proposed Project Site... 5 Figure 2: Existing AM Peak Hour TMCs... 9 Figure 3: Existing PM Peak Hour TMCs... 1 Figure 4: Proposed Gate System AM Peak TMCs... 12 Figure 5: Proposed Gate System PM Peak TMCs... 13 Figure 6: Future AM Peak Hour TMCs... 18 Figure 7: Future PM Peak Hour TMCs... 19 Table of Tables Table 1: Traffic Volumes... 8 Table 2: Las Ramblas Delay Study... 8 Table 3: Proposed Access Road Operations... 11 Table 4: Level of Service Analysis Tables... 15 Table 5: Proposed Access Road Operations... 16 73 N.W. 17 th Avenue, Suite 115 Miami, FL 33172 Tel: 786-456-77 Fax: 786-513-711 Page 1 www.caltrangroup.comm
Table of Appendixes Appendix A: Residential Gate Entrance Plan Appendix B: Traffic Data Collection Appendix C: OTISS Reports-Trip Generation Appendix D: Growth Analysis Appendix E: Level Of Services Appendix F: : Concurrency Appendix G: Queueing Theory (Rest of Page Blank Intentionally) 73 N.W. 17 th Avenue, Suite 115 Miami, FL 33172 Tel: 786-456-77 Fax: 786-513-711 Page 2 www.caltrangroup.comm
DATE FROM: TO: SUBJECT: February 7, 216 Juan S. Calderon, P.E., PTOE, Project Manager Neil Kalin Fontainebleau Lakes CDD District Manager 35-777-761 Ext 194 Las Ramblas Community Gates Study Engineer s Certification I, Juan S. Calderon, certify that I currently hold an active Professional Engineer s License in the State of Florida and I am competent through education and experience to provide engineering services in the civil and traffic engineering disciplines contained in this report. I further certify that this report was prepared by me, or under my responsible charge, as required by Chapter 61G15-18.1 F.A.C. and that all statements, conclusions and recommendationss made herein are true and correct to the best of my knowledge and ability. Juan S. Calderon, P.E.. PTOE State of Florida Board of Professional Engineers, Professional Engineer License No. 58569 State of Florida Board of Professional Engineers Certificate of Authorization No.29379 73 N.W. 17 th Avenue, Suite 115 Miami, FL 33172 Tel: 786-456-77 Fax: 786-513-711 Page 3 www.caltrangroup.comm
1. Executive Summary CALTRAN Engineering Group, Inc. was retained by the Fontainebleau Lakes Community Development District (CDD) to provide a comprehensive assessment to modify the current gate access locations in order to reduce residents queue delay and enhance safety procedures upon visitors at Las Ramblas Community located along Fontainebleau Boulevard within the CDDD under Miami-Dade County jurisdiction. Las Ramblas Community is located at 9934 NW 1 th Street, Miami FL 33172. 2. Analysis Methodology The Gate Traffic Impact Analysis was performed in accordance with Miami Dade county Guidelines for Gate Traffic Impact Studies; field observations, data collection, and traffic operations were analyzed usingg the capacity analysis methodology published in the 21 Highway Capacity Manual (HCM) through Trafficware, Synchro 8 analysis software. Considering Miami Dade County standardd approach, two development scenarios were analyzed as part of the traffic impact analysis. The scenarios are as follows: Scenario 1- Existing Gate Operation Analysis: Current gate service time evaluation for a baseline condition during the Weekday, 7 to 9 AM and 4 to 6 PM time periods. A level of service analysis is provided for Fontainebleau Boulevard at the intersections of Northwest 999 th Court and Northwest 97 th Avenue. In addition, to the intersection of Northwest 97 th Avenue at Northwest 9 Block. Scenario 2-Future Gate Operation Analysis: Evaluation and re-distribution access. Intersections analysiss was performed consistent with 21 of the AM & PM Trips generated by Las Ramblas Community due to a new entrance gate HCM methodologies. A Synchro 8. Network Simulation was evaluated with a fully operational proposed residents-only entrance gate along Northwest 99 th Court in order to identify areas of potential deficiencies in which measures of mitigation were recommended as appropriate. 3. Introduction Las Ramblas Community is composed by 45 single family residential dwelling units located at 9934 NW 1th Street, Miami FL 33172 under Miami-Dade County jurisdiction within the Fontainebleau Lakes CDD. Community access is provided through the intersection of NW 97 Avenue at NW 9 Block. The physical design characteristics of the main access gate consist of a one- full lane entry, for f visitors and residents, and a one-lane exit divided by a guard house in which visitors are required to provide name and house destination number as a safety procedure. Additionally, a separate exit-only driveway serves the community at Fontainebleau Boulevard with NW 99 Court. Figure 1 shows the location of the Community site relative to the surrounding roadway network. 73 N.W. 17 th Avenue, Suite 115 Miami, FL 33172 Tel: 786-456-77 Fax: 786-513-711 Page 4 www.caltrangroup.comm
Dolphin Expressway/836 Las Ramblas Community Legend Signalized Intersection Stop-controlled Intersection Las Ramblas CDD TMC Intersection Figure 1: Proposed Project Site
4. Roadway Geometric Conditions A detailed field review was conducted to determine the existing intersectionn geometry, traffic control devices, signal phasing and other factors, which may affect intersectionn or roadway segment capacity. The following iss a detailed description of roadways in the study area: Fontainebleau Boulevard is an east-westt Urban Minor Arterial that runss along the south side of the community development under Active-On System FDOT Section ID 8753 with a 4 mph posted speed limit. The roadway typical section consists of three lanes of 33 feet of pavement width divided by a 25 foot raised median. Northwest 97 th Avenue runs north-south as a two-way divided Urban Principal Minor Arterial that runs along the east side of the community development under Active-On System FDOT Section ID 8747 with a 4 mph posted speed limit. The roadway typical section consists of three lanes of 33 feet of pavement width divided by an 11 foot raised median with a posted speed limit of 4 mph. Three intersections were selected for evaluation; existing geometric conditions are as follows: Fontainebleau Blvd & Northwest 97 th Avenue is a four legged signalized intersection under the asset ID 2811 by the Miami- with a Dade Signal Division. This intersection provides a Semi-Actuated Time of Day Plan (TOD) in which all approaches operatee lead protected-permissive left-turn phase. Fontainebleau Blvd and Northwest 97 th Avenue consist of a single and double through lanes respectively. All Four approaches present exclusive left turn lanes. There are No Turn on Red (NTOR) restrictionss on all four approaches. Sidewalks are provided along both sidess of all four approaches and crosswalks are provided across all four intersection legs. Northwest 97 th Avenue & Northwest 9 Block is a four legged signalized intersection under the asset ID 4253 by the Miami- with a Dade Signal Division. This intersection provides a Semi-Actuated Time of Day Plan (TOD) in which all approaches operatee lead protected-permissive left-turn phase. Northwest 97 th Avenue and Northwest 9 th Block consist of double and single through lanes respectively. All Four approaches present exclusive left turn lanes. There are No Turn on Red (NTOR) restrictionss on all four approaches. Sidewalks are provided along both sides of all four approaches and crosswalks are provided across the south and west legs. Fontainebleau Blvd and Northwest 99 Court provide a two-way (three-legged) unsignalized intersection. Northwest 99 th Court operates as one-way southbound with a STOP controlled approach. Thee East and West of Fontainebleau Blvd approaches consist of dual through lanes as well as auxiliary left turn lanes. Sidewalks are provided along both sides of all three approaches and a crosswalk is providedd across the north leg. 73 N.W. 17 th Avenue, Suite 115 Miami, FL 33172 Tel: 786-456-77 Fax: 786-513-711 Page 6 www.caltrangroup.comm
4.1 Las Ramblas Community Access/ Egress Roads Northwest 9 th Block serves as an access/ /egress point for the community of Las Ramblas. Gate design characteristics provide a two-way divided segment. Typical section consists of two lanes of 11 feet of pavement width divided by a +/- 18 foot raised median in which guard house is located. Northwest 9 th Block Northwest 99 th Court Block serves as an egress point for the community of Las Ramblas. Gate design characteristics provide a one-way undivided segment. Typical section consists of two lanes of 2 feet of pavement width. Northwest 99 th Court 73 N.W. 17 th Avenue, Suite 115 Miami, FL 33172 Tel: 786-456-77 Fax: 786-513-711 Page 7 www.caltrangroup.comm
5. Traffic Data Collection Traffic data was collected on a typical weekday Wednesday, January 14 th h, 216. The data collection includes 24-hour machine counts along Fontainebleau Boulevard and a turning movement counts (TMCs) at the three concerned intersections. In addition, a delay study was performed in order to evaluate queue lengths and determine gate processing service time at Northwest 9 th Block. Raw data reports can be found in Appendix A. 24-Hour Bi-directional Machine Count: The 24-hour bi-directional machinee volume countss on Fontainebleau Boulevard east of Northwest 99 th Court. Raw traffic counts were adjusted to a peak seasonal factor of 1.4. Traffic volumes are summarized as follows: Table 1: Traffic Volumes Location Direction 24 Hour Volume AMM Peak Volume PM Peak Volume Fontainebleau Blvd East of NW 99 th Court EB WB Total 11,133 12,49 23,182 86 779 1,639 842 1,144 1,986 Peak Traffic Volumes: Turning Movement Counts were performed on Thursday, January 14 st, 216 at the concern intersections. Volumes were obtained att 15-Minute intervals. The peak hour was determined for each traffic period. The existing turning movement volumes, lane geometry, and intersection controls are illustratedd in Figure 2 & Figure 3- Scenario 1 Queue Analysis: A queue and delay study was performed on Wednesday, January 14 th, 216 at Northwest 9 th Block, main access point for the community of Las Ramblas. Volumes were countedd on intervals of 1 minute For the AM and PM peak periods. Queue traffic reports and service times are summarized as follows: Table 2: Las Ramblas Delayy Study Location Las Ramblas Period AM PM Peak Period Peak Hour Peak Hour Entrance Residents Visitors Volume Volume Volume 8 71 9 146 64 23 Averagee Residents Processing time 9 Sec 5 Sec Average Visitors Processing time 27 Sec 34 Sec 1. As visitors and residents shared a single lane vehicles with a processing time > than 15 sec were categorized as visitors. 73 N.W. 17 th Avenue, Suite 115 Miami, FL 33172 Tel: 786-456-77 Fax: 786-513-711 Page 8 www.caltrangroup.comm
4 2 NW 97 th Ave 26 1434 37 17 41 8 PHF =.96 61 16 53 4 PHF =.98 PHF =.98 Seasonal Factor = 1.4 Figure 2: Existing AM Peak Hour TMCs
28 6 NW 97 th Ave 79 653 59 48 1568 27 PHF =.97 29 49 28 2 PHF =.98 PHF =.98 Seasonal Factor = 1.4 Figure 3: Existing PM Peak Hour TMCs
6. Proposed Gate Accesss and Operations As part of the new entrance gate location, it is anticipated a change in traffic patterns off the vehicles entering and exiting the community. In addition, it is expected that residents will access the community through Fontainebleau Boulevard and NW 99 th Court for rapid community access. On the other hand, visitors will experience a higher average service time due to a change in safety procedures upon arrival. Table 3 presents the proposed restrictions. Table 3: Proposed Access Road Operations Location Authorization Operation Authorization Operation NW 97 th Avenue & NW 9 Block Fontainebleau Boulevard & NW 99 th Court Residents Residents Ingress Egress Ingress Egress Visitors Visitors Ingress Egress Egress 1. All visitors will enter the community through Northwest 97th Avenue & Northwest 9 Block. 2. Fontainebleau Boulevard & NW 99th Court will serve the community as ingress for Residents and egress for both; visitorss and residents. 3. Northwest 97th Avenue & Northwest 9 Block and Fontainebleau Boulevard & Northwest 99th Court will serve as egress for visitors and residents. 7. Residents New Traffic Assignment Trip distribution and assignment are a function of the origin and destination of the site users and the available roadway system. For the proposed gate at Fontainebleau Boulevard and Northwest 99 t th Court, the trip distribution of the residents traffic generated by the Community of Las Ramblas was determined based on the existing percentage of traffic heading northbound and southbound along Northwest 97 th Avenue at Fontainebleau Boulevardd and Northwestt 9 th Block. Scenario 2 - Figure 4 & Figure 5 describe traffic assignment distribution followed by Figures 6 & 7 illustrating future gate operations. 73 N.W. 17 th Avenue, Suite 115 Miami, FL 33172 Tel: 786-456-77 Fax: 786-513-711 Page 11 www.caltrangroup.comm
NW 97 th Ave 37 69% (-33) 17 31% (-15) 41 74% (+15) Proposed Visitor Entrance Proposed Residence Entrance Fontainebleau Blvd Black Blue Red Current Background Traffic Current Approach Percent Volume Addition/Reduction Figure 4: Proposed Gate System AM Peak TMCs
NW 97 th Ave 59 55% (-43) 48 45% (-35) 1568 96% (+35) Proposed Visitor Entrance Proposed Residence Entrance Fontainebleau Blvd Black Blue Red Current Background Traffic Current Approach Percent Volume Addition/Reduction Figure 5: Proposed Gate System PM Peak TMCs
2 425 8 61 16 Proposed Visitor Entrance 53 4 4 1434 26 4 2 NW 97 th Ave Proposed Residence Entrance Fontainebleau Blvd Black Blue Background Traffic Change in Traffic Figure 6: Future AM Peak Hour TMCs
13 163 27 29 49 Proposed Visitor Entrance 28 2 16 653 79 28 6 NW 97 th Ave Proposed Residence Entrance Fontainebleau Blvd Black Blue Background Traffic Change in Traffic Figure 7: Future PM Peak Hour TMCs
8. Level of Service Analysis The existing and proposed conditions were analyzed for Northwest 97 th Avenue at Northwest 9 th Block & Fontainebleau Blvd in addition to Fontainebleau Blvd at Northwest 99 th Court for the existing and proposed traffic operation scenarios: Scenario 1- LOS evaluation at Northwest 97 th Avenue at Northwest 9 th Block & Fontainebleau Blvd, as well as, LOS analysis at Fontainebleau Blvd and Northwest 99th Court for the AM and PM peak hour. Scenario 2- LOS analysis after traffic re-distribution of residents generated by Las Ramblas during the AM and PM due to proposed gate System. This traffic analysis utilizes Synchro 8., which applies methodologies are outlined in the Highway Capacity Manual, 21 Edition. LOS Analysis for signalized/unsignalized intersections are based on the amount off control delay which is a measurement in seconds per vehicle that act as an indicator of lost time, fuel consumption, frustration and driver s discomfort at the signalized intersections. The level of services for signalized intersections is a scale from A to F in accordance with control delay thresholds that range from less than 1 seconds to greater than 8 secondss of delay per vehicle. In order to perform this analysis, cycle lengths and clearance intervals usedd in the analysiss are consistent with the current Miami- and Dade County signal control sections and signal operating plans for thee study intersection in conjunction with physical operational characteristics observed during peak hours (Asset 5117 & 655). Table 4 shows the existing and future LOS and delay for the identified intersections per each scenario; details of the LOS results and Operational analysis (TOD Schedule) are documentedd in Appendix C. 73 N.W. 17 th Avenue, Suite 115 Miami, FL 33172 Tel: 786-456-77 Fax: 786-513-711 Page 14 www.caltrangroup.comm
LEVEL OF SERVICE ANALYSIS WEEKDAY AM & PM HOUR OF ADJACENT STREET Table 4: Level of Service Analysis Tables EXISTING CONDITIONS Intersection Period Approach NB Northwest 97 th Avenue and SB Northwest 9 th Block AM EB WB Intersection Delay NB Fontainebleau Blvd and SB Northwest 97 th Avenue AM EB WB Intersection Delay Fontainebleau Blvd and Northwest 99 th Court AM SB EB WB Intersection Delay Delay LOS 17.1 B 1.4 B 33.6 C 32.3 C 17.7 B 42.5 D 36.2 D 4.1 D 81.1 F 54.4 D 11.17 B.3 A EXISTING CONDITIONS Intersection Period Northwest 97 th Avenue and Northwest 9 th Block PM Intersection Delay Fontainebleau Blvdd and Northwest 97 th Avenue PM Intersection Delay Fontainebleau Blvdd and Northwest 99 th Court PM Intersection Delay Approach Delay LOS NB 9.7 A SB 17.2 B EB 48.9 D WB 42.8 14.3 D B NB 58.1 E SB 57.9 E EB 132. 1 F WB 97.3 82.5 F F SB 16 C EB WB.3 A FUTURE CONDITIONS Intersection Period Approach NB Northwest 97 Avenue and Northwest 9 th Block AM SB EB WB Intersection Delay NB Fontainebleau Blvd and SB Northwest 97 th Avenue AM EB WB Intersection Delay Fontainebleau Blvd and Northwest 99 th Court AM SB EB WB Intersection Delay Delay LOS 21.4 C 1.8 B 33.1 C 27.3 C 2.3 C 41.1 D 36.6 D 4.4 D 79.6 E 53.5 D 12.4 B.4 A FUTURE CONDITIONS Intersection Period Northwest 97 th Avenue and Northwest 9 th Block PM Intersection Delay Fontainebleau Blvdd and Northwest 97 th Avenue PM Intersection Delay Fontainebleau Blvdd and Northwest 99 th Court PM Intersection Delay Approach Delay LOS NB 9.4 A SB 15.11 B EB 49.44 D WB 43.33 14.6 D B NB 68.5 E SB 63.7 E EB 125. 7 F WB 96.8 85. F F SB 22.22 C EB WB.4 A Existing Conditions: This scenario evaluates existing traffic volumes and roadway conditions based on Year 215 traffic counts and field surveys. Future Conditions: This scenario shows the re-distribution of traffic volumes andd roadway conditions based on the proposed gate system. Results indicate that delays at the intersections of Northwest 97th Avenue at Northwest 9th Block & Fontainebleau Blvd Avenue will continue to operate att the same level of service prior to system implementation. After thee re distributing Las Ramblas residents travel patterns, a nominal increment of delay, could affect certain approaches. 73 N.W. 17 th Avenue, Suite 115 Miami, FL 33172 Tel: 786-456-77 Fax: 786-513-711 Page 15 www.caltrangroup.comm
9. Queue Analysis In order to determine the future f stacking length accumulations under thee proposed gatee system while improving the existing processing rates of visitorss and residents, a queuing analyses was performed using the collected Trip generation rates and service rates for the PM peak hour, which indicates a total ingress of 17 vehicles in which 27% (29) are visitors; The analysis encompassed comparing the results obtained from simulations of the gatess as per the queue traffic model calculations using the latest Synchro 8. model. In order to simulate a more detailed and conservative safety protocol, the average processing time was increased to 6 seconds per vehicle for visitors. As a result, the queue analysis concludes that the overall 95 th percentile queuee will be 56 feet of the available 343 feet of storage. Synchro reports can be found on Appendix D 9.1 Storage Length Evaluation According to the gated development requirements in Transportation and Land Development 2nd Edition, ITE, 22, the following recommendations should be met for a gated community: Communities with more than 2 dwelling units, the minimum gate storage length is 1 feet. Also, storage distance in advance of the gate needs to be of sufficient length to have a very high probability of storing all arriving vehicles. A 98% probability is suggested forr gated access for a major arterial and 9% probability to lower road categories. Peak 15-minute interval volume expressed in vehicles per hour should be used for delay and queue analysis. According to the gated development equirements by Miami Dade recommendations should be met for a gated community: County Publicc Works Department, the following Communities with more than 2 dwelling units, the minimum gate storage length is 175 feet. Therefore, in i order to determine the stacking length accumulation under the future traffic conditions, a queuing analysis was performed encompassing the M/M/C/K (Queue can only hold K customers) queuing trafficc model. Table 5 presents a summary of the queuing analysis based on the proposed conditions and procedures. Table 5: Proposed Access Road Operations C ( No. of Server) 1 ρ (Serv ver Utilization) L ( Average Entities in System).4833.9352 K ( Queue Capacity) ) λ ( In ncoming Rate) 14 29 (veh/hour) Lq (Average Entities in Queue).4519 µ ( services/ s/hour) 6 (veh /hour) W (Average Time Sp pent in System).3222 Wqq (Average Time Waitin ng in Line).156 Probability of Entities being in the System.127 1. 6 seconds for visitors credentials at northwest 97 th Avenue and Northwest 9 th Block 2. 25 feet of storage length per vehicle 3. 343 feet storage capacity An MMCK probability analysis was performed for the 29 vehicles that willl ingress the Community through during the PM peak hour. Based on the 6 seconds of visitors registration time at main entrance, it is concluded that a probability of less than 15% of having 2 vehicles in queue. Therefore, the 343 feet of storage capacity for the proposedd gate system safety improvement will satisfy the traffic demand. 73 N.W. 17 th Avenue, Suite 115 Miami, FL 33172 Tel: 786-456-77 Fax: 786-513-711 Page 16 www.caltrangroup.comm
9.2 Emergency Vehicles Access According to Miami-Dade Fire Rescue Access Road Requirements, for Gated communities or properties: Gates to communities or properties shall be a minimum 15 feet clear width if the approach to and/or departure from the gate is not within a turn radius, Gates that are within a turn radius shall be a minimum 2 feet clear width, Fire Department access to gated communities shall be by Knox Key Switchh model 352 ONLY or Knox padlock model 3753 on manual gates where permitted. As a result, fire departments minimum requirements are being included as part of the concept development. 1. Summary of Findings and Recommendations Based on the gate operation analysis performed during the development of this report, the following conclusions and recommendations were determined: As part of the proposed gate system, 1% of the visitors will enter the community through Northwest 97th Avenue at Northwest 9 th Court while Residents will access the community through Fontainebleau Blvd at Northwest 9 th Court. Both access points will serve as exit for visitors and residents only. Appendix A show the proposed gate concept development layout for the community of Las Ramblas. As part of the LOS analysis, a microscopic increase of delay forr certain lane groups and movements will occur under the AM and PM Peak hours once the new gate system is implemented. Differentials cannot be perceived by drivers. Intersections will continue operating at the same current LOS. A simulation of the gate and keypad operations was performed using SYNCHRO 8.. The queue analysis concluded that the proposed gates and closures queues will be of 56 feet, which is less thann the 343 feet available. Based on the M/M/C/K method of queue theory, it is concluded that the 343 feet of storage capacity for the proposed gate system safety improvement processed within a 6 seconds will have sufficient capacity to serve traffic demand. It is recommended a smart gate system with features such as priority arm opening given to residents at arrival time in order to ensure high processing speed and optimum traffic flow at community entrance. In summary, the gate access traffic pattern modification at Las Ramblas Community would not have an adverse impact on the surrounding roadway network and/or affect other traffic generators in the area. 73 N.W. 17 th Avenue, Suite 115 Miami, FL 33172 Tel: 786-456-77 Fax: 786-513-711 Page 17 www.caltrangroup.comm
Appendix A: Residential Gate Entrance Plan
Appendix B: Traffic Data Collection
County: 99 Station: 5 Description: FONTAINEBLEU BLVD E NW 99TH COURT Start Date: 1/14/216 Start Time: --------------------------------------------------------------------------------------- Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 35 2 17 26 98 26 36 25 34 121 219 1 16 1 13 6 45 22 16 14 11 63 18 2 13 5 6 6 3 3 1 8 11 32 62 3 15 12 5 7 39 14 7 1 8 39 78 4 1 14 15 29 68 9 9 1 16 44 112 5 2 25 47 63 155 12 15 22 35 84 239 6 68 14 118 16 45 43 67 92 112 314 764 7 163 189 236 212 8 122 18 152 159 541 1341 8 18 216 247 217 86 28 21 182 188 779 1639 9 144 152 126 132 554 12 151 125 128 524 178 1 122 131 132 135 52 11 147 118 137 512 132 11 121 144 126 128 519 144 142 125 176 587 116 12 143 164 156 168 631 161 159 169 157 646 1277 13 144 148 137 165 594 187 136 174 169 666 126 14 161 129 155 147 592 179 21 154 213 747 1339 15 124 187 156 17 637 142 263 214 213 832 1469 16 149 177 198 19 714 234 294 256 311 195 189 17 197 218 231 196 842 283 268 265 268 184 1926 18 184 192 179 172 727 252 256 285 231 124 1751 19 172 222 162 138 694 27 197 172 192 768 1462 2 142 162 138 137 579 163 17 139 116 588 1167 21 112 118 13 113 446 11 111 97 95 413 859 22 95 89 8 87 351 87 7 87 84 328 679 23 62 47 41 38 188 59 58 55 46 218 46 --------------------------------------------------------------------------------------- 24-Hour Totals: 11133 1249 23182 --------------------------------------------------------------------------------------- Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 8 86 8 779 8 1639 P.M. 17 842 1615 1144 1645 1963 Daily 8 86 1615 1144 1645 1963 Generated by SPS 5..3P
& NW 9 BLK Southbound Northbound Groups Printed- Veh - Trucks - Turns NW 9 BLK Westbound File Name : Blvd & NW 9 BLK Site Code : Start Date : 1/14/216 Page No : 1 NW 9 BLK Eastbound Start Time /Bike App. Total /Bike App. Total /Bike App. Total /Bike App. Total Int. Total 7: AM 1 88 4 93 4 318 2 2 326 13 1 23 1 6 5 21 463 7:15 AM 1 69 4 74 5 312 4 3 324 26 15 41 7 2 8 17 456 7:3 AM 2 98 3 13 6 357 7 1 371 29 13 42 1 9 2 21 537 7:45 AM 2 9 2 94 8 374 6 388 3 11 41 16 7 3 26 549 Total 6 345 13 364 23 1361 19 6 149 98 49 147 43 24 18 85 25 8: AM 2 15 5 112 11 351 1 363 24 15 39 18 13 1 32 546 8:15 AM 2 11 6 1 11 11 297 11 319 19 2 39 7 9 2 18 486 8:3 AM 3 123 6 132 7 39 7 2 325 21 13 34 6 3 4 13 54 8:45 AM 3 17 11 4 332 7 343 16 13 29 1 2 2 14 496 Total 1 436 17 1 464 33 1289 26 2 135 8 61 141 41 27 9 77 232 *** BREAK *** 4: PM 13 27 6 289 2 19 14 143 13 11 24 9 2 9 2 22 478 4:15 PM 8 388 9 45 11 128 13 152 26 7 33 3 4 7 597 4:3 PM 5 319 9 333 18 139 12 1 17 1 3 13 7 6 13 529 4:45 PM 3 372 1 385 11 17 23 24 14 9 23 7 9 5 21 633 Total 29 1349 34 1412 6 546 62 1 669 63 3 93 26 2 28 7 63 2237 5: PM 8 37 3 381 15 152 14 1 182 13 8 21 6 4 1 594 5:15 PM 8 392 19 419 13 156 19 1 189 1 7 17 9 2 1 12 637 5:3 PM 7 374 14 395 18 15 2 2 19 8 4 12 5 4 2 11 68 5:45 PM 14 363 1 387 19 147 19 1 186 14 6 2 5 5 2 12 65 Total 37 1499 46 1582 65 65 72 5 747 45 25 7 25 15 5 45 2444 Grand Total 82 3629 11 1 3822 181 381 179 14 4175 286 165 451 135 2 94 39 27 8718 Apprch % 2.1 95 2.9 4.3 91 4.3.3 63.4 36.6 5.7 34.8 14.4 Total %.9 41.6 1.3 43.8 2.1 43.6 2.1.2 47.9 3.3 1.9 5.2 1.5 1.1.4 3.1 Veh 78 3597 18 1 3784 169 3777 175 11 4132 281 163 444 133 2 93 26 254 8614 % Veh 95.1 99.1 98.2 1 99 93.4 99.4 97.8 78.6 99 98.3 98.8 98.4 98.5 1 98.9 66.7 94.1 98.8 Trucks 2 32 2 36 3 24 4 3 34 5 2 7 2 1 13 16 93 % Trucks 2.4.9 1.8.9 1.7.6 2.2 21.4.8 1.7 1.2 1.6 1.5 1.1 33.3 5.9 1.1 U-Turns 2 2 9 9 11 % U-Turns 2.4.1 5.2.1
& NW 9 BLK 473 3784 7857 28 36 64 2 2 411 3822 7923 File Name : Blvd & NW 9 BLK Site Code : Start Date : 1/14/216 Page No : 2 18 2 11 3597 32 3629 78 1 2 2 82 1 NW 9 BLK 277 254 531 5 16 21 9 9 291 27 561 133 93 2 1 26 13 135 94 2 2 39 North 1/14/216 7: AM 1/14/216 5:45 PM Veh Trucks U-Turns 163 2 165 281 5 286 255 444 699 6 7 13 2 2 263 451 714 NW 9 BLK 169 3 9 181 3777 24 381 175 4 179 11 3 14 3971 4132 813 38 34 72 9 9 49 4175 8184
& NW 9 BLK File Name : Blvd & NW 9 BLK Site Code : Start Date : 1/14/216 Page No : 3 Southbound Northbound NW 9 BLK Westbound NW 9 BLK Eastbound Start Time /Bike App. Total /Bike App. Total /Bike App. Total /Bike App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 7:3 AM 7:3 AM 2 98 3 13 6 357 7 1 371 29 13 42 1 9 2 21 537 7:45 AM 2 9 2 94 8 374 6 388 3 11 41 16 7 3 26 549 8: AM 2 15 5 112 11 351 1 363 24 15 39 18 13 1 32 546 8:15 AM 2 11 6 1 11 11 297 11 319 19 2 39 7 9 2 18 486 Total Volume 8 394 16 1 419 36 1379 25 1 1441 12 59 161 51 38 8 97 2118 % App. Total 1.9 94 3.8.2 2.5 95.7 1.7.1 63.4 36.6 52.6 39.2 8.2 PHF 1..938.667.25.935.818.922.568.25.928.85..738..958.78..731.667.758.964
& NW 9 BLK 1489 419 198 File Name : Blvd & NW 9 BLK Site Code : Start Date : 1/14/216 Page No : 4 16 394 8 1 Peak Hour Data NW 9 BLK 52 97 149 51 38 8 Peak Hour Begins at 7:3 AM Veh Trucks U-Turns North 59 12 33 161 194 NW 9 BLK 36 1379 25 1 534 1441 1975
& NW 9 BLK Southbound Northbound NW 9 BLK Westbound File Name : Blvd & NW 9 BLK Site Code : Start Date : 1/14/216 Page No : 5 NW 9 BLK Eastbound Start Time /Bike App. Total /Bike App. Total /Bike App. Total /Bike App. Total Int. Total Peak Hour Analysis From 4: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 4:45 PM 4:45 PM 3 372 1 385 11 17 23 24 14 9 23 7 9 5 21 633 5: PM 8 37 3 381 15 152 14 1 182 13 8 21 6 4 1 594 5:15 PM 8 392 19 419 13 156 19 1 189 1 7 17 9 2 1 12 637 5:3 PM 7 374 14 395 18 15 2 2 19 8 4 12 5 4 2 11 68 Total Volume 26 158 46 158 57 628 76 4 765 45 28 73 27 19 8 54 2472 % App. Total 1.6 95.4 2.9 7.5 82.1 9.9.5 61.6 38.4 5 35.2 14.8 PHF.813.962.65..943.792.924.826.5.938.84..778..793.75..528.4.643.97
& NW 9 BLK 683 158 2263 File Name : Blvd & NW 9 BLK Site Code : Start Date : 1/14/216 Page No : 6 46 158 26 Peak Hour Data NW 9 BLK 13 54 157 27 19 8 Peak Hour Begins at 4:45 PM Veh Trucks U-Turns North 28 45 12 73 175 NW 9 BLK 57 628 76 4 1572 765 2337
& NW 9 BLK Southbound Northbound Groups Printed- Turns NW 9 BLK Westbound File Name : Blvd & NW 9 BLK Site Code : Start Date : 1/14/216 Page No : 1 NW 9 BLK Eastbound Start Time /Bike App. Total /Bike App. Total /Bike App. Total /Bike App. Total Int. Total *** BREAK *** 7:45 AM 1 1 1 Total 1 1 1 8: AM 2 2 2 8:15 AM 1 1 1 *** BREAK *** 8:45 AM 1 1 1 Total 4 4 4 *** BREAK *** 4: PM 1 1 1 *** BREAK *** 4:3 PM 1 1 1 *** BREAK *** Total 1 1 1 1 2 5: PM 1 1 1 5:15 PM 2 2 2 5:3 PM 1 1 1 *** BREAK *** Total 1 1 3 3 4 Grand Total 2 2 9 9 11 Apprch % 1 1 Total % 18.2 18.2 81.8 81.8
& NW 9 BLK 2 2 File Name : Blvd & NW 9 BLK Site Code : Start Date : 1/14/216 Page No : 2 2 /Bike NW 9 BLK 9 9 /Bike 1/14/216 7: AM 1/14/216 5:45 PM U-Turns North /Bike 2 2 NW 9 BLK 9 /Bike 9 9
& NW 9 BLK File Name : Blvd & NW 9 BLK Site Code : Start Date : 1/14/216 Page No : 3 Southbound Northbound NW 9 BLK Westbound NW 9 BLK Eastbound Start Time /Bike App. Total /Bike App. Total /Bike App. Total /Bike App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 7:3 AM 7:3 AM 7:45 AM 1 1 1 8: AM 2 2 2 8:15 AM 1 1 1 Total Volume 4 4 4 % App. Total 1 PHF......5....5...........5
& NW 9 BLK File Name : Blvd & NW 9 BLK Site Code : Start Date : 1/14/216 Page No : 4 Peak Hour Data NW 9 BLK 4 4 Peak Hour Begins at 7:3 AM U-Turns North NW 9 BLK 4 4 4
& NW 9 BLK Southbound Northbound NW 9 BLK Westbound File Name : Blvd & NW 9 BLK Site Code : Start Date : 1/14/216 Page No : 5 NW 9 BLK Eastbound Start Time /Bike App. Total /Bike App. Total /Bike App. Total /Bike App. Total Int. Total Peak Hour Analysis From 4: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 4:3 PM 4:3 PM 1 1 1 4:45 PM 5: PM 1 1 1 5:15 PM 2 2 2 Total Volume 4 4 4 % App. Total 1 PHF......5....5...........5
& NW 9 BLK File Name : Blvd & NW 9 BLK Site Code : Start Date : 1/14/216 Page No : 6 Peak Hour Data NW 9 BLK 4 4 Peak Hour Begins at 4:3 PM U-Turns North NW 9 BLK 4 4 4
& NW 9 BLK Southbound Northbound Groups Printed- Trucks NW 9 BLK Westbound File Name : Blvd & NW 9 BLK Site Code : Start Date : 1/14/216 Page No : 1 NW 9 BLK Eastbound Start Time Bikes App. Total Bikes App. Total Bikes App. Total Bikes App. Total Int. Total 7: AM 6 6 1 1 1 1 8 7:15 AM 4 1 5 2 4 6 2 2 13 7:3 AM 1 1 3 2 5 2 2 8 7:45 AM 1 1 1 1 2 2 4 Total 12 1 13 2 9 2 13 2 2 5 5 33 8: AM 4 4 2 2 6 8:15 AM 1 1 1 1 2 3 8:3 AM 6 6 1 1 1 1 8 8:45 AM 4 4 4 Total 15 15 3 1 4 1 1 1 1 21 *** BREAK *** 4: PM 2 2 1 5 2 2 3 3 1 1 2 12 4:15 PM 1 1 1 1 1 1 3 4:3 PM 1 1 3 3 1 1 5 4:45 PM 1 1 2 1 1 4 4 7 Total 2 4 1 7 7 1 8 4 4 2 1 5 8 27 5: PM 1 1 2 1 3 4 5:15 PM 2 1 3 1 1 4 5:3 PM 1 1 1 3 1 1 4 *** BREAK *** Total 1 1 1 5 3 9 2 2 12 Grand Total 2 32 2 36 3 24 4 3 34 5 2 7 2 1 13 16 93 Apprch % 5.6 88.9 5.6 8.8 7.6 11.8 8.8 71.4 28.6 12.5 6.2 81.2 Total % 2.2 34.4 2.2 38.7 3.2 25.8 4.3 3.2 36.6 5.4 2.2 7.5 2.2 1.1 14 17.2
& NW 9 BLK 28 36 64 File Name : Blvd & NW 9 BLK Site Code : Start Date : 1/14/216 Page No : 2 2 32 2 Bikes NW 9 BLK 5 16 21 2 1 13 Bikes 1/14/216 7: AM 1/14/216 5:45 PM Trucks North 2 5 Bikes 6 7 13 NW 9 BLK 3 24 4 Bikes 3 38 34 72
& NW 9 BLK File Name : Blvd & NW 9 BLK Site Code : Start Date : 1/14/216 Page No : 3 Southbound Northbound NW 9 BLK Westbound NW 9 BLK Eastbound Start Time Bikes App. Total Bikes App. Total Bikes App. Total Bikes App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 7: AM 7: AM 6 6 1 1 1 1 8 7:15 AM 4 1 5 2 4 6 2 2 13 7:3 AM 1 1 3 2 5 2 2 8 7:45 AM 1 1 1 1 2 2 4 Total Volume 12 1 13 2 9 2 13 2 2 5 5 33 % App. Total 92.3 7.7 15.4 69.2 15.4 1 1 PHF..5.25..542.25.563.25..542...25..25....625.625.635
& NW 9 BLK 11 13 24 File Name : Blvd & NW 9 BLK Site Code : Start Date : 1/14/216 Page No : 4 1 12 Peak Hour Data NW 9 BLK 3 5 8 5 Peak Hour Begins at 7: AM Trucks North 2 2 2 4 NW 9 BLK 2 9 2 12 13 25
& NW 9 BLK Southbound Northbound NW 9 BLK Westbound File Name : Blvd & NW 9 BLK Site Code : Start Date : 1/14/216 Page No : 5 NW 9 BLK Eastbound Start Time Bikes App. Total Bikes App. Total Bikes App. Total Bikes App. Total Int. Total Peak Hour Analysis From 4: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 4: PM 4: PM 2 2 1 5 2 2 3 3 1 1 2 12 4:15 PM 1 1 1 1 1 1 3 4:3 PM 1 1 3 3 1 1 5 4:45 PM 1 1 2 1 1 4 4 7 Total Volume 2 4 1 7 7 1 8 4 4 2 1 5 8 27 % App. Total 28.6 57.1 14.3 87.5 12.5 1 25 12.5 62.5 PHF.25.5.25..35..583.25..667.333....333.5..25.313.5.563
& NW 9 BLK 9 7 16 File Name : Blvd & NW 9 BLK Site Code : Start Date : 1/14/216 Page No : 6 1 4 2 Peak Hour Data NW 9 BLK 1 8 9 2 1 5 Peak Hour Begins at 4: PM Trucks North 4 3 4 7 NW 9 BLK 7 1 9 8 17
Fontainebleau Blvd & NW 99th Court NW 99th Court Southbound NW 99th Court Northbound Groups Printed- Veh - Trucks - Turns Fontainebleu Blvd Westbound File Name : Fontainebleau Blvd & NW 99th Court Site Code : Start Date : 1/14/216 Page No : 1 Fontainebleau Blvd Eastbound Start Time /Bike App. Total /Bike App. Total /Bike App. Total /Bike App. Total Int. Total 7: AM 1 8 3 12 119 119 1 154 155 286 7:15 AM 1 5 4 1 123 123 194 194 327 7:3 AM 12 2 14 157 157 219 219 39 7:45 AM 1 13 2 16 156 156 199 199 371 Total 3 38 11 52 555 555 1 766 767 1374 8: AM 14 14 28 28 17 17 392 8:15 AM 12 2 14 179 179 23 23 396 8:3 AM 2 7 1 1 173 1 174 22 22 44 8:45 AM 5 3 8 185 185 196 196 389 Total 2 38 6 46 745 1 746 789 789 1581 *** BREAK *** 4: PM 1 4 2 7 235 235 141 141 383 4:15 PM 2 7 9 1 281 1 283 2 197 199 491 4:3 PM 6 1 7 272 272 19 19 469 4:45 PM 2 9 2 13 297 297 21 21 511 Total 5 26 5 36 1 185 1 187 2 729 731 1854 5: PM 1 3 2 6 1 31 32 185 185 493 5:15 PM 1 9 1 277 277 224 224 511 5:3 PM 2 6 1 9 293 293 22 22 522 5:45 PM 2 3 2 7 285 285 184 184 476 Total 6 21 5 32 1 1156 1157 813 813 22 Grand Total 16 123 27 166 2 3541 1 1 3545 3 397 31 6811 Apprch % 9.6 74.1 16.3.1 99.9.1 99.9 Total %.2 1.8.4 2.4 52 52 45.5 45.5 Veh 16 121 2 157 3493 1 1 3495 347 347 6699 % Veh 1 98.4 74.1 94.6 98.6 1 1 98.6 98.4 98.3 98.4 Trucks 2 7 9 48 48 5 5 17 % Trucks 1.6 25.9 5.4 1.4 1.4 1.6 1.6 1.6 U-Turns 2 2 3 3 5 % U-Turns 1.1 1.1.1
Fontainebleau Blvd & NW 99th Court NW 99th Court 1 157 158 9 9 3 3 4 166 17 File Name : Fontainebleau Blvd & NW 99th Court Site Code : Start Date : 1/14/216 Page No : 2 121 2 123 16 2 7 16 27 Fontainebleau Blvd 3614 347 6661 5 5 1 3 3 3664 31 6764 347 5 397 3 3 North 1/14/216 7: AM 1/14/216 5:45 PM Veh Trucks U-Turns 1 3493 48 1 3541 2 2 1 1 363 3495 6558 5 48 98 2 2 3113 3545 6658 Fontainebleu Blvd 2 2 2 2 NW 99th Court
Fontainebleau Blvd & NW 99th Court File Name : Fontainebleau Blvd & NW 99th Court Site Code : Start Date : 1/14/216 Page No : 3 NW 99th Court Southbound NW 99th Court Northbound Fontainebleu Blvd Westbound Fontainebleau Blvd Eastbound Start Time /Bike App. Total /Bike App. Total /Bike App. Total /Bike App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 8: AM 8: AM 14 14 28 28 17 17 392 8:15 AM 12 2 14 179 179 23 23 396 8:3 AM 2 7 1 1 173 1 174 22 22 44 8:45 AM 5 3 8 185 185 196 196 389 Total Volume 2 38 6 46 745 1 746 789 789 1581 % App. Total 4.3 82.6 13 99.9.1 1 PHF.25..679.5.821.......895..25.897..897...897.978
Fontainebleau Blvd & NW 99th Court NW 99th Court 46 46 File Name : Fontainebleau Blvd & NW 99th Court Site Code : Start Date : 1/14/216 Page No : 4 38 2 6 Peak Hour Data Fontainebleau Blvd 783 789 1572 789 Peak Hour Begins at 8: AM Veh Trucks U-Turns North 745 1 791 746 1537 Fontainebleu Blvd NW 99th Court
Fontainebleau Blvd & NW 99th Court NW 99th Court Southbound NW 99th Court Northbound Fontainebleu Blvd Westbound File Name : Fontainebleau Blvd & NW 99th Court Site Code : Start Date : 1/14/216 Page No : 5 Fontainebleau Blvd Eastbound Start Time /Bike App. Total /Bike App. Total /Bike App. Total /Bike App. Total Int. Total Peak Hour Analysis From 4: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 4:45 PM 4:45 PM 2 9 2 13 297 297 21 21 511 5: PM 1 3 2 6 1 31 32 185 185 493 5:15 PM 1 9 1 277 277 224 224 511 5:3 PM 2 6 1 9 293 293 22 22 522 Total Volume 6 27 5 38 1 1168 1169 83 83 237 % App. Total 15.8 71.1 13.2.1 99.9 1 PHF.75..75.625.731......25.97...968..926...926.976
Fontainebleau Blvd & NW 99th Court NW 99th Court 38 38 File Name : Fontainebleau Blvd & NW 99th Court Site Code : Start Date : 1/14/216 Page No : 6 27 6 5 Peak Hour Data Fontainebleau Blvd 1195 83 225 83 Peak Hour Begins at 4:45 PM Veh Trucks U-Turns North 1168 1 836 1169 25 Fontainebleu Blvd 1 1 NW 99th Court
Fontainebleau Blvd & NW 99th Court NW 99th Court Southbound NW 99th Court Northbound Groups Printed- Turns Fontainebleu Blvd Westbound File Name : Fontainebleau Blvd & NW 99th Court Site Code : Start Date : 1/14/216 Page No : 1 Fontainebleau Blvd Eastbound Start Time /Bike App. Total /Bike App. Total /Bike App. Total /Bike App. Total Int. Total 7: AM 1 1 1 *** BREAK *** Total 1 1 1 *** BREAK *** 4:15 PM 1 1 2 2 3 *** BREAK *** Total 1 1 2 2 3 5: PM 1 1 1 *** BREAK *** Total 1 1 1 Grand Total 2 2 3 3 5 Apprch % 1 1 Total % 4 4 6 6
Fontainebleau Blvd & NW 99th Court NW 99th Court 3 3 File Name : Fontainebleau Blvd & NW 99th Court Site Code : Start Date : 1/14/216 Page No : 2 /Bike Fontainebleau Blvd 3 3 3 /Bike 1/14/216 7: AM 1/14/216 5:45 PM U-Turns North 2 /Bike 2 2 Fontainebleu Blvd /Bike 2 2 NW 99th Court
Fontainebleau Blvd & NW 99th Court File Name : Fontainebleau Blvd & NW 99th Court Site Code : Start Date : 1/14/216 Page No : 3 NW 99th Court Southbound NW 99th Court Northbound Fontainebleu Blvd Westbound Fontainebleau Blvd Eastbound Start Time /Bike App. Total /Bike App. Total /Bike App. Total /Bike App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 7: AM 7: AM 1 1 1 7:15 AM 7:3 AM 7:45 AM Total Volume 1 1 1 % App. Total 1 PHF................25....25.25
Fontainebleau Blvd & NW 99th Court NW 99th Court 1 1 File Name : Fontainebleau Blvd & NW 99th Court Site Code : Start Date : 1/14/216 Page No : 4 Peak Hour Data Fontainebleau Blvd 1 1 1 Peak Hour Begins at 7: AM U-Turns North Fontainebleu Blvd NW 99th Court
Fontainebleau Blvd & NW 99th Court NW 99th Court Southbound NW 99th Court Northbound Fontainebleu Blvd Westbound File Name : Fontainebleau Blvd & NW 99th Court Site Code : Start Date : 1/14/216 Page No : 5 Fontainebleau Blvd Eastbound Start Time /Bike App. Total /Bike App. Total /Bike App. Total /Bike App. Total Int. Total Peak Hour Analysis From 4: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 4:15 PM 4:15 PM 1 1 2 2 3 4:3 PM 4:45 PM 5: PM 1 1 1 Total Volume 2 2 2 2 4 % App. Total 1 1 PHF...........5....5.25....25.333
Fontainebleau Blvd & NW 99th Court NW 99th Court 2 2 File Name : Fontainebleau Blvd & NW 99th Court Site Code : Start Date : 1/14/216 Page No : 6 Peak Hour Data Fontainebleau Blvd 2 2 2 Peak Hour Begins at 4:15 PM U-Turns North 2 2 2 Fontainebleu Blvd 2 2 NW 99th Court
Fontainebleau Blvd & NW 99th Court NW 99th Court Southbound NW 99th Court Northbound Groups Printed- Trucks Fontainebleu Blvd Westbound File Name : Fontainebleau Blvd & NW 99th Court Site Code : Start Date : 1/14/216 Page No : 1 Fontainebleau Blvd Eastbound Start Time Bikes App. Total Bikes App. Total Bikes App. Total Bikes App. Total Int. Total 7: AM 2 2 4 4 6 7:15 AM 2 2 4 4 7 7 13 7:3 AM 1 1 5 5 6 6 12 7:45 AM 4 4 5 5 9 Total 1 2 3 15 15 22 22 4 8: AM 1 1 1 8:15 AM 1 1 2 2 3 8:3 AM 2 2 6 6 8 8:45 AM 2 2 2 2 4 Total 5 5 11 11 16 *** BREAK *** 4: PM 4 4 4 4 8 4:15 PM 4 4 6 6 1 4:3 PM 1 1 2 6 6 2 2 1 4:45 PM 2 2 5 5 7 Total 1 3 4 19 19 12 12 35 5: PM 4 4 1 1 5 5:15 PM 2 2 2 5:3 PM 1 1 1 1 3 3 5 5:45 PM 1 1 2 2 1 1 4 Total 2 2 9 9 5 5 16 Grand Total 2 7 9 48 48 5 5 17 Apprch % 22.2 77.8 1 1 Total % 1.9 6.5 8.4 44.9 44.9 46.7 46.7
Fontainebleau Blvd & NW 99th Court NW 99th Court 9 9 File Name : Fontainebleau Blvd & NW 99th Court Site Code : Start Date : 1/14/216 Page No : 2 2 7 Bikes Fontainebleau Blvd 5 5 1 5 Bikes 1/14/216 7: AM 1/14/216 5:45 PM Trucks North 48 Bikes 5 48 98 Fontainebleu Blvd Bikes NW 99th Court
Fontainebleau Blvd & NW 99th Court File Name : Fontainebleau Blvd & NW 99th Court Site Code : Start Date : 1/14/216 Page No : 3 NW 99th Court Southbound NW 99th Court Northbound Fontainebleu Blvd Westbound Fontainebleau Blvd Eastbound Start Time Bikes App. Total Bikes App. Total Bikes App. Total Bikes App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 7: AM 7: AM 2 2 4 4 6 7:15 AM 2 2 4 4 7 7 13 7:3 AM 1 1 5 5 6 6 12 7:45 AM 4 4 5 5 9 Total Volume 1 2 3 15 15 22 22 4 % App. Total 33.3 66.7 1 1 PHF...25.25.375.......75...75..786...786.769
Fontainebleau Blvd & NW 99th Court NW 99th Court 3 3 File Name : Fontainebleau Blvd & NW 99th Court Site Code : Start Date : 1/14/216 Page No : 4 1 2 Peak Hour Data Fontainebleau Blvd 16 22 38 22 Peak Hour Begins at 7: AM Trucks North 15 22 15 37 Fontainebleu Blvd NW 99th Court
Fontainebleau Blvd & NW 99th Court NW 99th Court Southbound NW 99th Court Northbound Fontainebleu Blvd Westbound File Name : Fontainebleau Blvd & NW 99th Court Site Code : Start Date : 1/14/216 Page No : 5 Fontainebleau Blvd Eastbound Start Time Bikes App. Total Bikes App. Total Bikes App. Total Bikes App. Total Int. Total Peak Hour Analysis From 4: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 4: PM 4: PM 4 4 4 4 8 4:15 PM 4 4 6 6 1 4:3 PM 1 1 2 6 6 2 2 1 4:45 PM 2 2 5 5 7 Total Volume 1 3 4 19 19 12 12 35 % App. Total 25 75 1 1 PHF...25.375.5.......792...792..5...5.875
Fontainebleau Blvd & NW 99th Court NW 99th Court 4 4 File Name : Fontainebleau Blvd & NW 99th Court Site Code : Start Date : 1/14/216 Page No : 6 1 3 Peak Hour Data Fontainebleau Blvd 2 12 32 12 Peak Hour Begins at 4: PM Trucks North 19 12 19 31 Fontainebleu Blvd NW 99th Court
Fontainebleau Blvd & Southbound Northbound Groups Printed- Veh - Trucks - Turns Fontainebleu Blvd Westbound File Name : Fontainebleau Blvd & Site Code : Start Date : 1/14/216 Page No : 1 Fontainebleau Blvd Eastbound Start Time /Bike App. Total /Bike App. Total /Bike App. Total /Bike App. Total Int. Total 7: AM 15 78 1 13 24 196 35 255 55 86 85 1 227 6 85 3 175 76 7:15 AM 4 6 6 4 11 1 189 3 229 5 86 84 1 221 86 1 24 4 214 774 7:3 AM 42 87 16 1 146 3 24 65 1 3 69 14 84 5 262 77 122 4 6 245 953 7:45 AM 32 71 2 123 17 21 58 3 279 89 117 122 3 331 89 18 39 236 969 Total 129 296 52 5 482 81 79 188 4 163 263 393 375 1 141 312 415 133 1 87 3456 8: AM 21 75 3 2 128 2 162 55 237 94 159 18 4 365 77 87 34 1 199 929 8:15 AM 12 67 33 112 29 141 71 2 243 67 147 127 7 348 49 138 42 229 932 8:3 AM 32 61 31 4 128 3 145 8 5 26 6 124 19 8 31 69 14 34 243 932 8:45 AM 51 42 16 19 38 184 74 5 31 51 116 95 6 268 65 116 15 1 197 875 Total 116 245 11 6 477 117 632 28 12 141 272 546 439 25 1282 26 481 125 2 868 3668 *** BREAK *** 4: PM 48 147 64 6 265 41 64 114 219 71 143 47 4 265 29 11 35 174 923 4:15 PM 91 29 114 1 424 55 87 87 229 62 152 48 2 264 36 116 38 19 117 4:3 PM 75 212 73 1 361 46 82 77 1 26 48 165 59 1 282 37 133 29 199 148 4:45 PM 12 237 75 414 52 15 1 2 259 54 25 55 2 316 64 112 38 214 123 Total 316 85 326 17 1464 194 338 378 3 913 235 665 29 18 1127 166 471 14 777 4281 5: PM 86 237 69 2 394 41 89 92 222 83 24 49 13 349 57 116 39 212 1177 5:15 PM 13 264 62 429 49 19 87 245 67 151 39 4 261 52 13 47 229 1164 5:3 PM 82 227 78 387 48 87 91 2 228 87 156 58 5 36 53 142 61 256 1177 5:45 PM 14 228 59 391 38 15 111 254 56 167 37 3 263 57 122 33 212 112 Total 375 956 268 2 161 176 39 381 2 949 293 678 183 25 1179 219 51 18 99 4638 Grand Total 936 232 756 3 424 568 215 1227 21 3966 163 2282 126 78 4629 957 1877 578 12 3424 1643 Apprch % 23.3 57.2 18.8.7 14.3 54.2 3.9.5 23 49.3 26.1 1.7 27.9 54.8 16.9.4 Total % 5.8 14.3 4.7.2 25.1 3.5 13.4 7.6.1 24.7 6.6 14.2 7.5.5 28.9 6 11.7 3.6.1 21.3 Veh 926 2289 752 27 3994 56 2134 123 2 3917 141 2272 1196 78 4587 948 1841 569 12 337 15868 % Veh 98.9 99.4 99.5 9 99.3 98.6 99.3 98 95.2 98.8 97.9 99.6 99.2 1 99.1 99.1 98.1 98.4 1 98.4 98.9 Trucks 1 13 4 3 3 4 16 24 1 45 5 1 1 25 9 36 9 54 154 % Trucks 1.1.6.5 1.7.7.7 2 4.8 1.1.5.4.8.5.9 1.9 1.6 1.6 1 U-Turns 4 4 17 17 21 % U-Turns.7.1 1.6.4.1
Fontainebleau Blvd & 4278 3994 8272 35 3 65 4313 424 8337 File Name : Fontainebleau Blvd & Site Code : Start Date : 1/14/216 Page No : 2 752 4 756 2289 13 232 926 27 1 3 936 3 Fontainebleau Blvd 3584 337 6954 18 54 72 4 4 366 3424 73 948 9 1841 36 569 12 9 957 1877 578 12 North 1/14/216 7: AM 1/14/216 5:45 PM Veh Trucks U-Turns 1196 2272 141 1 1 5 17 126 2282 163 78 78 397 4587 8557 7 25 95 17 17 44 4629 8669 Fontainebleu Blvd 56 4 4 568 2134 16 215 123 24 1227 2 1 21 3899 3917 7816 27 45 72 17 4 21 3943 3966 799
Fontainebleau Blvd & File Name : Fontainebleau Blvd & Site Code : Start Date : 1/14/216 Page No : 3 Southbound Northbound Fontainebleu Blvd Westbound Fontainebleau Blvd Eastbound Start Time /Bike App. Total /Bike App. Total /Bike App. Total /Bike App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 7:3 AM 7:3 AM 42 87 16 1 146 3 24 65 1 3 69 14 84 5 262 77 122 4 6 245 953 7:45 AM 32 71 2 123 17 21 58 3 279 89 117 122 3 331 89 18 39 236 969 8: AM 21 75 3 2 128 2 162 55 237 94 159 18 4 365 77 87 34 1 199 929 8:15 AM 12 67 33 112 29 141 71 2 243 67 147 127 7 348 49 138 42 229 932 Total Volume 17 3 99 3 59 96 78 249 6 159 319 527 441 19 136 292 455 155 7 99 3783 % App. Total 21 58.9 19.4.6 9.1 66.9 23.5.6 24.4 4.4 33.8 1.5 32.1 5.1 17.1.8 PHF.637.862.75.375.872.8.868.877.5.883.848.829.868.679.895.82.824.923.292.928.976
Fontainebleau Blvd & 1441 59 195 File Name : Fontainebleau Blvd & Site Code : Start Date : 1/14/216 Page No : 4 99 3 17 3 Peak Hour Data Fontainebleau Blvd 722 99 1631 292 455 155 7 Peak Hour Begins at 7:3 AM Veh Trucks U-Turns North 441 527 319 19 811 136 2117 Fontainebleu Blvd 96 78 249 6 774 159 1833
Fontainebleau Blvd & Southbound Northbound Fontainebleu Blvd Westbound File Name : Fontainebleau Blvd & Site Code : Start Date : 1/14/216 Page No : 5 Fontainebleau Blvd Eastbound Start Time /Bike App. Total /Bike App. Total /Bike App. Total /Bike App. Total Int. Total Peak Hour Analysis From 4: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 4:45 PM 4:45 PM 12 237 75 414 52 15 1 2 259 54 25 55 2 316 64 112 38 214 123 5: PM 86 237 69 2 394 41 89 92 222 83 24 49 13 349 57 116 39 212 1177 5:15 PM 13 264 62 429 49 19 87 245 67 151 39 4 261 52 13 47 229 1164 5:3 PM 82 227 78 387 48 87 91 2 228 87 156 58 5 36 53 142 61 256 1177 Total Volume 373 965 284 2 1624 19 39 37 4 954 291 716 21 24 1232 226 5 185 911 4721 % App. Total 23 59.4 17.5.1 19.9 4.9 38.8.4 23.6 58.1 16.3 1.9 24.8 54.9 2.3 PHF.95.914.91.25.946.913.894.925.5.921.836.873.866.462.883.883.88.758..89.981
Fontainebleau Blvd & 817 1624 2441 File Name : Fontainebleau Blvd & Site Code : Start Date : 1/14/216 Page No : 6 284 965 373 2 Peak Hour Data Fontainebleau Blvd 119 911 211 226 5 185 Peak Hour Begins at 4:45 PM Veh Trucks U-Turns North 21 716 291 24 1243 1232 2475 Fontainebleu Blvd 19 39 37 4 1441 954 2395
Fontainebleau Blvd & Southbound Northbound Groups Printed- Turns Fontainebleu Blvd Westbound File Name : Fontainebleau Blvd & Site Code : Start Date : 1/14/216 Page No : 1 Fontainebleau Blvd Eastbound Start Time /Bike App. Total /Bike App. Total /Bike App. Total /Bike App. Total Int. Total 7: AM 2 2 2 7:15 AM 1 1 1 7:3 AM 1 1 1 7:45 AM 2 2 2 Total 1 1 5 5 6 *** BREAK *** 8:15 AM 1 1 1 8:3 AM 3 3 3 8:45 AM 1 1 1 Total 1 1 4 4 5 *** BREAK *** 4: PM 1 1 1 4:15 PM 3 3 3 4:3 PM 1 1 1 4:45 PM 1 1 1 Total 6 6 6 *** BREAK *** 5:15 PM 1 1 1 1 2 5:3 PM 1 1 1 1 2 *** BREAK *** Total 2 2 2 2 4 Grand Total 4 4 17 17 21 Apprch % 1 1 Total % 19 19 81 81