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62 Traffic Analysis For Approved Uses within the St. Lucie West DRI Aldi Port St. Lucie, FL Prepared for: Bohler Engineering, LLC 1000 Corporate Drive Suite 250 Fort Lauderdale, FL Prepared by: SW Civic Lane Port St. Lucie, FL (772) December 2013 MacKenzie Engineering and Planning, Inc. CA Shaun G. MacKenzie P.E. PE Number 61751

63 TABLE OF CONTENTS TABLE OF CONTENTS... i APPENDICES... i LIST OF TABLES... i LIST OF FIGURES... ii INTRODUCTION... 1 CURRENT DATA... 3 TRIP GENERATION... 4 TRAFFIC DISTRIBUTION... 5 ACCESS... 5 AVAILABLE DRI USES... 7 INTERSECTION ANALYSIS... 7 CONCLUSION... 8 APPENDICES... 9 APPENDICES Volume Development Spread Sheets Pre-Development Intersection Analysis Post Development Intersection Analysis LIST OF TABLES Table 1. Proposed Trip Generation... 4 Table 2. Intersection Level of Service Page i

64 LIST OF FIGURES Figure 1. Site Location Map... 1 Figure 2. Concept Plan... 2 Figure 3. Driveway Trips Page ii

INTRODUCTION An Aldi grocery store is proposed at the southeast corner of Cashmere Boulevard and St. Lucie West Boulevard in Port St. Lucie, Florida. Figure 1 illustrates the site location.

65 INTRODUCTION An Aldi grocery store is proposed at the southeast corner of Cashmere Boulevard and St. Lucie West Boulevard in Port St. Lucie, Florida. Figure 1 illustrates the site location. Aldi is proposing a 16,305 square foot store. A concept plan for the store is shown in Figure 2. The proceeding analysis will review the proposed site with respect to traffic capacity. Figure 1. Site Location Map ALDI Page 1

66 Figure 2. Concept Plan Page 2

67 CURRENT DATA The information contained below was used to develop the foregoing traffic analysis. Trip Generation, 9 th Edition (ITE report) City, State and County Traffic Data MacKenzie Engineering Traffic Data St. Lucie MPO Page 3

68 TRIP GENERATION Trip Generation The trip generation was projected based on the Institute of Transportation Engineers (ITE) report Trip Generation, 9 th Edition. Table 1 displays the proposed uses and the resulting trip generation. Table 1. Proposed Trip Generation Aldi Trip Generation Land Use Intensity Daily AM Peak Hour PM Peak Hour Trips Total In Out Total In Out Proposed Site Traffic Supermarket SF 1, Subtotal 1, Pass-By Traffic* Supermarket 36.0% Subtotal NET PROPOSED TRIPS 1, Total Proposed Driveway Volumes 1, NET CHANGE IN TRIPS (FOR THE PURPOSES OF CONCURRENCY) 1, NET CHANGE IN DRIVEWAY VOLUMES 1, Note: Trip generation was calculated using the following data: Pass-by AM Peak Hour PM Peak Hour Land Use ITE Code Unit Daily Rate Rate in/out Rate in/out Equation Supermarket SF % 62/ /49 Ln(T) = 0.74 Ln(X) Internal Capture Internal capture is 0 because the project is a single use. Pass-by Capture A 36 percent pass-by capture rate was applied to the trip generation using ITE s report Trip Generation Handbook, Second Edition, Land-Use 850 (Supermarket) Page 4

69 TRAFFIC DISTRIBUTION Traffic distribution and assignment was determined using engineering judgment, trip lengths based on the uses and from a review of the roadway network. The overall distribution is summarized by general directions and is depicted below: NORTH - 25 percent SOUTH - 25 percent EAST - 25 percent WEST - 25 percent ACCESS The proposed Project site has two points of access. The accesses are as follows: Existing Cashmere Boulevard Right-in/right-out Proposed St. Lucie West Boulevard Right-in/right-out Access to the site is proposed via two access driveways, both are right-in/right-out driveways. The primary entrance into the Home Depot center on Cashmere Boulevard contains a southbound leftturn lane and a northbound right-turn lane. A site plan is attached within Appendix D. Figure 2 displays the proposed access and projected driveway volumes Page 5

70 Figure 3. Driveway Trips RIGHT-IN / RIGHT-OUT 45.0% (47) % 0% 0 0 RIGHT-IN / RIGHT-OUT (20) (5) 0.0% 20.0% 5.0% (67) (5) % (50) 50% 0 0 0% RIGHT-IN / RIGHT- OUT 7 (21) 20% 580 (71) 18 FULL ACCESS 30% (31) 0 0 0% 10 5 (25) 25% 7 2 (21) (5) 20% 5% PROJECT DRIVEWAY TRIPS 498 AM Peak Hour PM Peak Hour Daily (61) Total In Out Total In Out 17 1, Aldi PROPOSED PROJECT DRIVEWAY TRAFFIC 1667 (204) 23 Total daily driveway trips PM peak hour driveway trips AM peak hour directional driveway trips Page 6

71 AVAILABLE DRI USES Adequate entitlements exist within the DRI for development of this proposal. All transportation conditions related to this development have been satisfied based on a review of Resolution 10-R47; therefore transportation improvements associated with this property have been satisfied by the St. Lucie West DRI. INTERSECTION ANALYSIS Two intersections will primarily be affected by the development, St. Lucie West Boulevard & Cashmere Boulevard and Cashmere Boulevard & Home Depot driveway. In order to provide a conservative analysis, we projected traffic volumes for the currently vacant Albertsons shopping center and added those into the pre-development condition. Both intersections were analyzed using Synchro 8 traffic analysis software. Intersection St. Lucie West Blvd & Cashmere Boulevard Cashmere Blvd & Home Depot Driveway * Major Street / Minor Street Table 2. Intersection Level of Service Pre- Development LOS D (45.0 sec/veh) A/C* Post Development LOS D (45.3 sec/veh) A/C* Both intersections are projected to operate acceptably in 2015 with the project and with a store generating trips equivalent to Albertsons on the west side of Cashmere Boulevard Page 7

72 CONCLUSION An Aldi grocery store is proposed at the southeast corner of Cashmere Boulevard and St. Lucie West Boulevard in Port St. Lucie, Florida. Aldi is proposing a 16,305 square foot store. The project is vested for concurrency since it is within the approved St. Lucie West DRI and the St. Lucie West DRI has satisfied all of its transportation obligations. The intersections of St. Lucie West Boulevard & Cashmere Boulevard and Cashmere Boulevard & Home Depot driveway are projected to operate acceptably in 2015 with the project and with a store generating trips equivalent to Albertsons on the west side of Cashmere Boulevard Page 8

73 APPENDICES

75 Aldi Trip Generation for Vacant Shopping Center at SW Corner of Cashmere & SLW Blvd Land Use Intensity Daily AM Peak Hour PM Peak Hour Trips Total In Out Total In Out Existing Site Traffic Gen. Commercial SF 3, Subtotal 3, Pass-By Traffic Gen. Commercial 51.7% 1, Subtotal 1, NET EXISTING TRIPS 1, Proposed Site Traffic Gen. Commercial SF 6, Subtotal 6, Pass-By Traffic Gen. Commercial 39.4% 2, Subtotal 2, NET PROPOSED TRIPS 4, Total Proposed Driveway Volumes 6, NET CHANGE IN TRIPS (FOR THE PURPOSES OF CONCURRENCY) 2, NET CHANGE IN DRIVEWAY VOLUMES 3, Note: Trip generation was calculated using the following data: Pass-by AM Peak Hour PM Peak Hour Land Use ITE Code Unit Daily Rate Rate in/out Rate in/out Equation Gen. Commercial SF Ln(T) = 0.65 Ln(X) Ln(T)=-0.29 Ln(T) = 0.61 Ln(T) = 0.67 Ln(X) 62/38 48/52 Ln(X)+5 Ln(X) c:\users\cad\documents\jobs - share drive\009 - bohler\002 - aldi\[aldi traffic.xlsx]tgen (2) Copyright 2013, MacKenzie Engineering and Planning, Inc.

76 Aldi PM PEAK HOUR TURNING MOVEMENTS EXHIBIT 4 Cashmere Boulevard & St. Lucie West ebu ebl ebt ebr wbu wbl wbt wbr nbu nbl nbt nbr sbu sbl sbt sbr totals 4:00 PM 4:15 PM :15 PM 4:30 PM :30 PM 4:45 PM :45 PM 5:00 PM :00 PM 5:15 PM :15 PM 5:30 PM :30 PM 5:45 PM :45 PM 6:00 PM :00 PM 5:00 PM :15 PM 5:15 PM :30 PM 5:30 PM :45 PM 5:45 PM :00 PM 6:00 PM 4067 ebu ebl ebt ebr wbu wbl wbt wbr nbu nbl nbt nbr sbu sbl sbt sbr ebu ebl ebt ebr wbu wbl wbt wbr nbu nbl nbt nbr sbu sbl sbt sbr nbu nbl nbt nbr sbu sbl sbt sbr ebu ebl ebt ebr wbu wbl wbt wbr ebu ebl ebt ebr wbu wbl wbt wbr nbu nbl nbt nbr sbu sbl sbt sbr 10/3/ Count Taken: 10/3/2013 Buildout year: 2014 Growth Rate: 1.00% Seasonal Factor: 1.11 ebu ebl ebt ebr wbu wbl wbt wbr nbu nbl nbt nbr sbu sbl sbt sbr % 0% 0% 0% Diversion* Committed Pre W/Committed Pre W/ Div Project Post Project Traffic Assignment In In In In Out Out In In 0% 0% 15% 10% 15% 10% 0% 0% 0% 25% 25% 0% 0% 15% 10% 0% Intersections

77 Aldi PM PEAK HOUR TURNING MOVEMENTS EXHIBIT 4 Cashmere Boulevard & Cashmere Corners ebu ebl ebt ebr wbu wbl wbt wbr nbu nbl nbt nbr sbu sbl sbt sbr totals 5:15 PM 5:30 PM :30 PM 5:45 PM :45 PM 6:00 PM :00 PM 6:15 PM :15 PM 6:30 PM :30 PM 6:45 PM :45 PM 7:00 PM :00 PM 7:15 PM :15 PM 6:15 PM :30 PM 6:30 PM 673 5:45 PM 6:45 PM 453 6:00 PM 7:00 PM 188 6:15 PM 7:15 PM 0 ebu ebl ebt ebr wbu wbl wbt wbr nbu nbl nbt nbr sbu sbl sbt sbr ebu ebl ebt ebr wbu wbl wbt wbr nbu nbl nbt nbr sbu sbl sbt sbr nbu nbl nbt nbr sbu sbl sbt sbr ebu ebl ebt ebr wbu wbl wbt wbr ebu ebl ebt ebr wbu wbl wbt wbr nbu nbl nbt nbr sbu sbl sbt sbr 10/3/ Count Taken: 10/3/2013 Buildout year: 2014 Growth Rate: 1.00% Seasonal Factor: 1.11 ebu ebl ebt ebr wbu wbl wbt wbr nbu nbl nbt nbr sbu sbl sbt sbr % 0% 0% 0% Diversion* Committed Pre W/Committed Pre W/ Div Project Post Project Traffic Assignment In In In In Out Out In In 0% 0% 15% 10% 15% 10% 0% 0% 0% 25% 25% 0% 0% 15% 10% 0% Intersections

78 Lanes, Volumes, Timings 2014 Pre 3: Cashmere Blvd & St. Lucie West Blvd Timing Plan: PM Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL Lane Configurations Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor 0.91 Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Yes Yes Yes Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) 180 Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right Left Left Right Left Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Left Left Thru Right Left Left Thru Right Left Thru Right Left Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Prot Prot NA Perm Prot Prot NA Perm Prot NA Perm Prot Protected Phases /4/ :00 pm Synchro 8 Light Report Page 1

79 Lanes, Volumes, Timings 2014 Pre 3: Cashmere Blvd & St. Lucie West Blvd Timing Plan: PM Lane Group SBT SBR Lane Configurations Volume (vph) Ideal Flow (vphpl) Storage Length (ft) 365 Storage Lanes 1 Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Yes Satd. Flow (RTOR) 141 Link Speed (mph) 30 Link Distance (ft) 1268 Travel Time (s) 28.8 Confl. Peds. (#/hr) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection No No Lane Alignment Left Right Median Width(ft) 30 Link Offset(ft) 0 Crosswalk Width(ft) 16 Two way Left Turn Lane Headway Factor Turning Speed (mph) 9 Number of Detectors 2 1 Detector Template Thru Right Leading Detector (ft) Trailing Detector (ft) 0 0 Detector 1 Position(ft) 0 0 Detector 1 Size(ft) 6 20 Detector 1 Type Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) 94 Detector 2 Size(ft) 6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 Turn Type NA Perm Protected Phases 4 12/4/ :00 pm Synchro 8 Light Report Page 2

80 Lanes, Volumes, Timings 2014 Pre 3: Cashmere Blvd & St. Lucie West Blvd Timing Plan: PM Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 12.2% 12.2% 51.3% 51.3% 13.3% 13.3% 52.5% 52.5% 21.0% 17.3% 17.3% 18.1% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead Lag Lag Lead Lead Lag Lag Lead Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) Recall Mode None None C-Max C-Max None None C-Max C-Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E D A F C A F E D F Approach Delay Approach LOS D C E Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 45.0 Intersection LOS: D Intersection Capacity Utilization 84.9% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 3: Cashmere Blvd & St. Lucie West Blvd 12/4/ :00 pm Synchro 8 Light Report Page 3

81 Lanes, Volumes, Timings 2014 Pre 3: Cashmere Blvd & St. Lucie West Blvd Timing Plan: PM Lane Group SBT SBR Permitted Phases 4 Detector Phase 4 4 Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 14.3% 14.3% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead-Lag Optimize? Yes Yes Vehicle Extension (s) Recall Mode None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E B Approach Delay 68.1 Approach LOS E Intersection Summary 12/4/ :00 pm Synchro 8 Light Report Page 4

82 Lanes, Volumes, Timings 2014 Pre 6: Cashmere Blvd & Cashmere Corners Timing Plan: PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 33.5% Analysis Period (min) 15 ICU Level of Service A 12/4/ :00 pm Synchro 8 Light Report Page 6

83 HCM 2010 TWSC 2014 Pre 6: Cashmere Blvd & Cashmere Corners Timing Plan: PM Intersection Intersection Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h Conflicting Peds, #/hr Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All Stage Stage Follow-up Headway Pot Capacity-1 Maneuver Stage Stage Time blocked-platoon, % Mov Capacity-1 Maneuver Mov Capacity-2 Maneuver Stage Stage Approach EB WB NB SB HCM Control Delay, s HCM LOS B B Minor Lane / Major Mvmt NBL NBT NBR EBLn1 EBLn2 WBLn1 WBLn2 SBL SBT SBR Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS A C B C B A HCM 95th %tile Q(veh) Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 12/4/ :00 pm Synchro 8 Light Report Page 7

84 Lanes, Volumes, Timings 2014 Post 3: Cashmere Blvd & St. Lucie West Blvd Timing Plan: PM Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL Lane Configurations Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor 0.90 Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Yes Yes Yes Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) 180 Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right Left Left Right Left Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Left Left Thru Right Left Left Thru Right Left Thru Right Left Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) Turn Type Prot Prot NA Perm Prot Prot NA Perm Prot NA Perm Prot Protected Phases /4/ :00 pm Synchro 8 Light Report Page 1

85 Lanes, Volumes, Timings 2014 Post 3: Cashmere Blvd & St. Lucie West Blvd Timing Plan: PM Lane Group SBT SBR Lane Configurations Volume (vph) Ideal Flow (vphpl) Storage Length (ft) 365 Storage Lanes 1 Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Yes Satd. Flow (RTOR) 137 Link Speed (mph) 30 Link Distance (ft) 1268 Travel Time (s) 28.8 Confl. Peds. (#/hr) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection No No Lane Alignment Left Right Median Width(ft) 30 Link Offset(ft) 0 Crosswalk Width(ft) 16 Two way Left Turn Lane Headway Factor Turning Speed (mph) 9 Number of Detectors 2 1 Detector Template Thru Right Leading Detector (ft) Trailing Detector (ft) 0 0 Detector 1 Position(ft) 0 0 Detector 1 Size(ft) 6 20 Detector 1 Type Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) 94 Detector 2 Size(ft) 6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 Turn Type NA Perm Protected Phases 4 12/4/ :00 pm Synchro 8 Light Report Page 2

86 Lanes, Volumes, Timings 2014 Post 3: Cashmere Blvd & St. Lucie West Blvd Timing Plan: PM Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 12.1% 12.1% 50.4% 50.4% 13.7% 13.7% 52.0% 52.0% 21.6% 17.9% 17.9% 18.0% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead Lag Lag Lead Lead Lag Lag Lead Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) Recall Mode None None C-Max C-Max None None C-Max C-Max None None None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E D A F C A F E C F Approach Delay Approach LOS D C E Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 45.3 Intersection LOS: D Intersection Capacity Utilization 86.0% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 3: Cashmere Blvd & St. Lucie West Blvd 12/4/ :00 pm Synchro 8 Light Report Page 3

87 Lanes, Volumes, Timings 2014 Post 3: Cashmere Blvd & St. Lucie West Blvd Timing Plan: PM Lane Group SBT SBR Permitted Phases 4 Detector Phase 4 4 Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) 14.3% 14.3% Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead-Lag Optimize? Yes Yes Vehicle Extension (s) Recall Mode None None Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS E B Approach Delay 68.3 Approach LOS E Intersection Summary 12/4/ :00 pm Synchro 8 Light Report Page 4

88 Lanes, Volumes, Timings 2014 Post 6: Cashmere Blvd & Cashmere Corners Timing Plan: PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 36.1% Analysis Period (min) 15 ICU Level of Service A 12/4/ :00 pm Synchro 8 Light Report Page 6

89 HCM 2010 TWSC 2014 Post 6: Cashmere Blvd & Cashmere Corners Timing Plan: PM Intersection Intersection Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h Conflicting Peds, #/hr Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All Stage Stage Follow-up Headway Pot Capacity-1 Maneuver Stage Stage Time blocked-platoon, % Mov Capacity-1 Maneuver Mov Capacity-2 Maneuver Stage Stage Approach EB WB NB SB HCM Control Delay, s HCM LOS C C Minor Lane / Major Mvmt NBL NBT NBR EBLn1 EBLn2 WBLn1 WBLn2 SBL SBT SBR Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS A C B C B A HCM 95th %tile Q(veh) Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 12/4/ :00 pm Synchro 8 Light Report Page 7

APPENDICES. APPENDIX D Synchro Level of Service Output Sheets

APPENDICES. APPENDIX D Synchro Level of Service Output Sheets APPENDICES APPENDIX D Synchro Level of Service Output Sheets Lanes, Volumes, Timings NO BUILD 2016 PM 8: 10th St & Thain Rd 10/05/2016 Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR