The URL can be used to link to this page

Browse Search

Home My WebLink About20180493.tiffUSE BY SPECIAL REVIEW (USR) APPLICATION DEPARTMENT OF PLANNING SERVICES * 1555 N. 17Th AVENUE * GREELEY, CO 80631 www. weldgov. c om * 970-353-6100 EST 3540 * FAX 970-304-6498 FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: Parcel Number*: 1 3 1 1 .2 3 0_ 0 0 _0 0 9 1121 Address of site: 8310 County Road 21 Legal Description: SW4 Zone District: Ag Acreage: 149 FEE OWNER(S) OF THE PRQPEKT : Name: Anadarko E&P Company LP Company: Anadarko E&P Company LP (*A 12 digit nurrber on Tax ID. information, obtainable at www.w etdQov.com). Section: 23 Township: 2 N Range: 67 w Floodplain: Y N Geological Hazard: V N Airport Overlay: N Phone #: 720-929-6000 Email: Street Address: 1099 18th St, Suite 1800 City/State/Zii p Code: Name: Denver, CO 80202 Company: Phone #: Street Address: _ City/State/Zip Code: Name: _ Company: Email: Phone #: Email: Street Address: City/State/Zip Code: APPLICANT OR AUTHORIZED AGENT: (See below Authorization must accwrpany all applications signedbyAuthorized Agents) Name: Nathan Keiser Company: Phone #: Kerr McGee Coil and Gas Onshore, LP 720-929-6896 Street Address: 1099 18th St, Suite 1600 Email: nathan.keiser anadarko.corn City/State/dip Code: Denver, CO 80202 PROPOSED USE: Storage and stockpile area used for the construction of oil and gas drilling locations I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our)knowledge. Signatures of all fee owners of property m ustsi •. this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the applicatio, . If a corporation is the fee owner, notarized evidence must be included indicating that the signatory has to legal au ority to ign orporation. Ic; S i g n to rye Qw : er or ' uthoriz ed Agent Date Nathan Keiser Print Name Signature: Owner or Authorized Agent Date Print Name Rev4/2016 TRAFFIC MEMO To: Weld County CC: Baseline Project File — 3293 From: Noah J Nemmers Date: September 7, 2017 Re: Strear Farms- Stockpile Area OVERVIEW This traffic memo is prepared to accompany the USR permit application for the Strear Farms Oil & Gas facility. The site is legally described as being a parcel of land located in the SW quarter of Section 23, Township 2 North and Range 67 West, in Weld County Colorado. The site is located north of WCR 18 between WCR 21 and WCR 23 just west of Coal Ridge Waste Reservoir. This memo provides an overview of the long term traffic associated with the proposed use. PROEJCT DESCRIPTION The site is utilized and designed to accept land -application of water -based bentonitic drilling fluids and drill cutting generated by Kerr-McGee in accordance with the Colorado Oil and Gas Conservation Commission (COGCC) Rules. Access to the site is and will continue to be located on WCR 18. WCR 18 is a gravel road. Ample turnaround is provided in the interior of the site, off of the right-of-way. Traffic will access the site from both the east and west via WCR 18 until they reach the existing access point. All vehicles will disperse from the site by the same route indicated above. In order for a traffic study to be waived, Anadarko agrees to the below improvements triggers: a. 200 vpd or significant dust as identified by County-Mag-Chloride dust abatement b. 300 vpd alternative pavement c. 400 vpd pavement d. 10 vph during peak hour turning left into the facility -left deceleration lane e. 25 vph during peak hour turning right into the facility -right deceleration lane f. 50 vph during peak hour turning right out of the facility -right acceleration lane. I TRIP GENERATION The following tables denote the expected long term trip generation for the operation: Strear Farms Site Location Location Hydrovac Trips Daily (carry Avg Truck mud} Daily Spreaders drill cuttings)Transport Aug (carry Trucks(150 Daily Transport Avg mud) bbl Vehicle Daily PCEs* T Trips Truck Mud Farm 3 Truck trips/day 28 trips, Truck day 2 Truck trips/day 99 PCE/day 600 trips, Truck month *PCE = Passenger Car Equivalent. Strear Farms Site Location Daily Dump/Side vehicles Avg Belly Dump Daily Vehicle PCEs* Total Trips Monthly Truck Soil Stockpile Area 30 Truck. trips/day 90 PCE/clay 630 Truck trips/month *PCE = Passenger Car Equivalent. Strear Farms Site Location Daily Aug Trucks (maintenance) Pick-up Daily Vehicle PCEs* Total Monthly Trips Truck Production Facility 5 Truck trips/day 15 PCE/day 150 trips/month Truck *PCE = Passenger Car Equivalent. TRIP DISTRIBUTION It is estimate that the majority of the traffic to the Facility will come from east and will utilize the route indicated from WCR 18. Occasionally, vehicles may access the site from the west coming from WCR 19. CONCLUSION The ongoing use of the site and associated traffic is consistent with the existing uses on surrounding properties and with exiting traffic from WCR 18. The intersection of WCR 18 and U.S. 85 has adequate turn lanes and line of site for proposed traffic volumes. The access and use of the site should not create any adverse impacts on the surrounding roads. 2 \'Ic'1_N1`1''►'` IVIAl'; 3 ARCAD IS Anadarko Petroleum Corporation TRAFFIC IMPACT STUDY Strear Farms — Stockpile Area October 2017 Design & Consultancy for natural and built assets TRAFFIC IMPACT STUDY TRAFFIC IMPACT STUDY Strear Farms - Stockpile Location Luis Velasquez, EIT Staff Engineer #s7.4 - Doug Tilt, PTOE Senior Engineer Bill Zahniser, P.E. (CO 38996) Principal Engineer Prepared for: Nathan Keiser: P.E. Rockies Regulatory — Municipal Planning Anadarko Petroleum Corporation 1099 18 Street Denver Colorado 80202 Prepared by: Arcadis U.S., Inc. 630 Plaza Drive Suite 100 Highlands Ranch Colorado 80 129 Tel 720 344 3500 Fax 720 344 3535 OUr Ref.: 0O002292 0001.00001 Date: October 2017 This document is intended only for the use of the individual or entity for which it was prepared and may contain information that is privileged, confidential and exempt from disclosure under applicable law. Any dissemination, distribution or copying of this document is strictly prohibited. at cad!s Corn Co002292_Tis_Strear Farms_Draft-10-6-2017 TRAFFIC IMPACT STUDY TABLE OF CONTENTS TABLE OF Contents i TABLES ii FIGURES ii APPENDICES ii 1 Introduction 1 2 Study Area 2 2.1 Existing Facilities 2 3 Study methodology 4 3.1 Unsignalized sign alized Intersections 4 3.2 Signalized Intersections 4 4 Traffic Volume Development 6 4.1 Background Traffic Volumes 6 4.1.1 Growth Rate Analysis 6 4.2 Background Traffic — Intersection Capacity Analysis 6 4.3 Strear Farms Traffic Volumes 7 4.4 Strear Farms Volumes — Trip Distribution 8 5 Future Intersection Capacity Analysis 12 5.1 North Truck Distribution Traffic + Background Traffic — Intersection Capacity Analysis 12 5.2 West Truck Distribution Traffic + Background Traffic — Intersection Capacity Analysis 13 5.3 East Truck Distribution Traffic + Background Traffic — Intersection Capacity Analysis 14 6 Summary 15 arcad is .corrm Co002292_Tis_Streer Farms_Draft-i0-6-2017 TRAFFIC IMPACT STUDY TABLES Table 1: Unsignalized Intersections - Level of Service Ranges 4 Table 2: Signalized Intersections - Level of Service Ranges 5 Table 3: Existing Intersection Capacity Analysis 6 Table 4: Daily Trips per Site Location 7 Table 5: Peak Hour Site -generated Traffic - Strear Farms Location 7 Table 6: North Truck Distribution - Capacity Analysis 12 Table 7: West Truck Distribution - Capacity Analysis 13 Table 8: East Truck Distribution - Capacity Analysis 14 FIGURES Figure 1: Location Map 3 Figure 2: Strear Farms - North Truck Distribution 9 Figure 3: Strear Farms - West Truck Distribution 10 Figure 4: Strear Farms - East Truck Distribution 11 APPENDICES Appendix A Traffic Count Data Appendix B Strear Farms Traffic Estimator Appendix C Synchro Results Background Traffic Appendix D Synchro Results Background Traffic + North Trip Distribution Appendix E Synchro Results Background Traffic + West Trip Distribution Appendix F Synchro Results Background Traffic + East Trip Distribution Appendix G Volumes Worksheets arcadis.com Co002292_Tis_Streer Farms_Draft-i0-6-2017 II TRAFFIC IMPACT STUDY ACRONYMS AND ABBREVIATIONS Arcadis Arcadis U.S., Inc. County Road CR HCM 2000 Transportation Research Board's Highway Capacity Manual, 2000 edition LOS Level of Service MPH miles per hour arcadis.com Co002292 Tis_Strear Farms Draft -10-6-2017 III TRAFFIC IMPACT STUDY 1 INTRODUCTION Arcadis U.S., Inc. (Arcadis) has studied the potential for impact to traffic operations associated with the Anadarko Petroleum Corporation (Anadarko) Strear Farms site, located in Weld County, Colorado. The site is located to the northeast of the intersection of Weld County Roads 18 (CR18) and 21 (CR21) . The analysis will be completed to review► the worst -case traffic conditions for the surrounding roadway network. The future capacity analysis will analyze the truck trips generated by the Strears Farm site and determine which ingress and egress routes will be most beneficial to both the motorists currently utilizing the surrounding roadways and the trucks trips produced by the site. The traffic analysis will review the potential traffic delay caused by Anadarko's Strear Farms site along CR 18, CR 20 and CR 21. The following sections of the traffic impact study report describe the study area, the traffic volume development process and assumptions, and present the results of the intersection capacity analysis. arcadis.cam Co002292 T s Streer Para Draft -10-6-2017 1 TRAFFIC IMPACT STUDY 2 STUDY AREA The Strear Farms Stockpile facility is situated on land owned by Anadarko — Weld County Parcel number 131123000009 — that is located immediately to the northeast of the intersection of County Rd (CR) 18 / CR 21. The site has dedicated driveway facilities located on both CR 18 and CR 21. The CR 18 driveway will be utilized for exiting site traffic and the CR 21 driveway will be utilized for entering site traffic. The study area includes three existing intersections, specifically: • CR 21 /CR20 • CR 21 1CR 18 • CR 18/CR23 The proposed Strear Farms Stockpile location and surrounding study area are shown on Figure 1. 2.1 Existing Facilities An inventory was taken of the major roadways in the area surrounding the site. The following is a brief description of each of these facilities. • Country Road 20 Country Road 20 is an east -west, two-lane paved roadway with a posted speed limit of 55 miles per hour (MPH) near the site. • County Road 21 - County Road 21 is a north -south, two-lane dirt roadway with an assumed speed limit of 30 MPH. • County Road 18 - County Road 21 is an east -west, two-lane dirt roadway with an assumed speed limit of 30 MPH. • Country Road 23 - County Road 23 is a north -south, two-lane roadway with a posted speed limit of 55 MPH near the site. arcadis.cam Co002292 Tis Strear Farms Draft -10-6-2017 2 Site Drive ay (Enter/Exit) arcadis.cong Co002292 Tis Strear Farms Draft-10-6s2O97 TRAFFIC IMPACT STUDY 3 STUDY METHODOLOGY In this study, the methodology used for evaluating traffic operations at each of the subject intersections is based on the criteria set forth in the Transportation Research Board's Highway Capacity Manual, 2000 edition (HCM 2000). Synchro software, which utilizes the H C M 2000 methodology, was used for the analysis. The following is a description of the methodology employed for the analysis of unsignalized intersections. 3.1 Unsignalized Intersections For unsignalized intersections, at which the side street or minor street is controlled by a stop sign, the criteria for evaluating traffic operations are the level of service (LOS) for the turning movements at the intersection and the level of service for the overall intersection. Level of service is based on the average controlled delay incurred at the intersection. Controlled delay for unsignalized intersections includes initial deceleration delay, queue move -up time, stopped delay, and final acceleration delay. Several factors affect the controlled delay for unsignalized intersections, such as the availability and distribution of gaps in the conflicting traffic stream, critical gaps, and follow-up time for a vehicle in the queue. LOS is assigned a letter designation from A through F. Level of service A indicates excellent operations with little delay to motorists, while level of service F exists when there are insufficient gaps of acceptable size to allow vehicles on the side street to cross safely, resulting in extremely long total delays and long queues. The LOS criteria for two-way stop -controlled and all -way stop -controlled (unsignalized) intersections are given in Table 1. Table 1: Unsi€gn.alized Intersections - Level of Service Ranges Control Delay (SecondsNehicle) V - 10 Level of Service (LOS) b Volume -to -Ca sac' IC Ratio VICa_ 1.0 A V/C > 1.0 F >10-15 E F >15-25 c F >25-35 L F >35 - 50 E F >50 F F 3.2 Signalized Intersections For signalized intersections, it is necessary to assess both capacity and LOS to evaluate the overall operation of the intersection. The capacity analysis of an intersection is performed by comparing the arcadis.cam Co002292 Tis Strear Farms Draft -10-6-2017 4 TRAFFIC IMPACT STUDY volume of traffic using the various lane groups at the intersection to the capacity of those lane groups. This results in a volume/capacity (v/c) ratio for each lane group. A v/c ratio greater than 1.0 indicates that the volume of traffic has exceeded the capacity available, resulting in a temporary excess of demand. Although the capacity of the entire intersection is not defined, a composite v/c ratio for the sum of the critical lane groups within the intersection is computed. This composite v/c ratio is an indication of the overall intersection efficiency. LOS for a signalized intersection is defined in terms of average controlled delay per vehicle, which is composed of initial deceleration delay, queue move -up time, stopped delay, and final acceleration delay. The LOS criteria for signalized intersections, based on average controlled delay, are shown in Table 2. LOS A indicates operations with very low average controlled delay, while level of service F describes operations with extremely high average controlled delay. LOS E is typically considered to be the limit of acceptable delay, and level of service F is considered unacceptable by most drivers. Table 2: Signalized Intersections - Level of Service Ranges T Control Delay (SecondsNeh ide) 0:10 Level of Service (LOS) by Volume -to -Capacity (V/C) Ratio VIC C_1.0 A VIC > 1.0 F >10--20 B F >20-35 C F >35-55 F >55-80 E F >80 F F arcadis.cam Co002292 Tis Strear Farms Draft -10-6-2017 5 TRAFFIC IMPACT STUDY 4 TRAFFIC VOLUME DEVELOPMENT 4.1 Background Traffic Volumes For this study, traffic count data was obtained at the study intersections by collecting AM and PM peak hour turning movement counts and 24 -hour bi-directional tube counts. Turning movement counts and bi- directional tube counts were collected on Tuesday, September 19, 2017. All turning movement counts were recorded during the AM and PM peak hours between 7:00 a.m. to 9:00 a.m. and 4:00 p.m. and 6:00 p.m., respectively. The four consecutive 15 -minute interval volumes that summed to produce the highest volume at the intersections were then determined. These volumes make up the peak hour traffic volumes for the study intersections. The baseline traffic count data are included in Appendix A. It should be noted that this is an existing facility that is currently being used by Anadarko. Therefore, the turning movement counts collected on September 19, 2017 include the site traffic associated with the mudfarm and production facility operations. Growth Rate Analysis The peak hour entering and exiting traffic volumes were forecast to represent future traffic volumes using an annual growth rate. An annual growth rate of 1.0 percent was used to forecast future background traff i c volumes. This growth rate was assumed as a conservative increase to the future traffic volumes. The annual growth rate was applied to existing traffic volumes to determine the future traffic volumes. 4.2 Background Traffic - Intersection Capacity Analysis The background traffic volumes were input to Synchro, and the level of service for each study intersection was determined. The results of the analysis are included as Appendix C and summarized in Table below. Table 3: Existing Intersection Capacity Analysis ill Intersection County Road 21 / County Road 20 - Northbound Approach County Road 21 / County Road 18 - Northbound Approach - Southbound Approach County Road 23 / County Road 18 - Northbound Approach F Traffic Control CR 21 Stop Controlled CR 21 Stop Controlled Delay (sec) and Level of Service AM Peak Hour 9.2 (LOS A) 9.2 (LOS A) 8.9 (LOS A) Delay (sec) and Level of Service PM Peak Hour 9.1 (LOS A) 9.1 (LOS A) 9.0 (LOS A) CR 23 Stop Controlled 9.0 (LOS A) 9.0 (LOS A) The intersection capacity analysis shows that all intersections are currently operating at Level of service (LOS) A during both the AM and PM peak hours. In summary, all study intersections are currently operating at an acceptable LOS for both the AM and PM peak hours. arcadis.cam Co002292 Tis Strear Farms Draft -10-6-2017 6 TRAFFIC IMPACT STUDY 4.3 Strear Farms Traffic Volumes Site -generated traffic volumes were provided for the Strear Farms location by Anadarko (Appendix B). The site -generated traffic volumes have been identified by Anadarko as serving one of the three locations inside the Strear Farms location. The three site locations consist of mud farm, soil stockpile area, and a production facility. Each of these sites generates truck trips that will enter the site on CR 21 and exit the site on CR 18. The mudfarm and production facility traffic occurs daily. Traffic associated with the soil stockpile operations is sporadic. The daily trips per site location are summarized below in Table 4. Table 4: Daily Trips per Site Location Site Location Mud Farm Daily Truck Trips per Site Location Daily Average Hydrovac rovac Truck Trips Daily Average Spreaders Daily Average Transport Trucks Daily Total Trucks Trips 3 28 2 33 Soil Stockpile Area Daily Average Belly Dump/Side Dump Vehicles Daily Total Trucks Trips 30 30 Production Facility Daily Average Belly Dump/Side Dump Vehicles Daily Total Trucks Trips 5 5 Total Strear Farms Daily Truck Trips/Day 68 After a review of the site -generated construction traffic volumes, it was found that when a l l three traffic generating activities are present, the total number of daily truck trips is 68 for the Strear Farms Location. It was assumed that the 68 daily truck trips would be distributed over a 10 -hour working day. The resulting peak hour entering and exiting traffic volumes are shown in Table 5. Table 5: Peak Hour Site -generated Traffic - Strear Farms Location Ilia Trip Type Total Truck Trips Daily Veh I AM Peak Hour In Veh Out Veh Total Veh PM Peak Hour In Veh Out Veh Total Veh 68 7 7 14 7 7 14 arcadis.cam Co002292 Tis Strear Farms Draft -10-6-2017 7 TRAFFIC IMPACT STUDY 4.4 Strear Farms Volumes - Trip Distribution An overall trip distribution was developed for the Strear Farms Location. A trip distribution was completed for the truck trips under three scenarios. In the first scenario, truck site traffic will enter from/exit to CR 20, north of the Strear Farms Location. Additionally, trucks will enter/exit from both CR 20 eastbound and westbound. The second scenario assumed all truck site traffic will enter from/exit from the west along CR 18. The third scenario assumed all truck site traffic will enter/exit from the east along CR 18. Each of these site -generated truck trips that will enter the site from the CR 21 driveway and exit the site from the CR 18 driveway. A review of all three distribution scenarios was completed to analyze a worst -case traffic impact for the studied scenarios. The north, west, and east trip distributions are shown graphically in Figures 2, 3, and 4 respectively. arcadis.cam Co002292 Tis Strear Farms Draft -10-6-2017 8 TRAFFIC IMPACT STUDY Figure 2: Strear Farms - North Truck Distribution Scenario To/From i-'I' YSS arcadis.con v Co002292 Tis Strear Farms Draft-10-6s2O97 9 arcadIS.conm Co002292 Tis Strear Farms Draft-10-6s2O97 TRAFFIC IMPACT STUDY Figure 4: Strear Farms - East Truck Distribution Scenario arcadIS.con Co002292 Tis Strear Farms Draft-10-6s2O97 11 TRAFFIC IMPACT STUDY 5 FUTURE INTERSECTION CAPACITY ANALYSIS The Strears Farm Location is an existing facility that is being used while production operations are currently on -going. The turning movement counts collected for this analysis include the site traffic that is already accessing the site for the mudfarm and production facility operations. In order to analyze a worst case future capacity analysis, the site generated traffic from each trip distribution scenario was applied to the existing traffic count data which includes some site traffic that is already a part of the production operations. Therefore, the future capacity analysis summarized below is conservative in nature. Details regarding the capacity analysis for each distribution scenario are listed below. 5.1 North Truck Distribution Traffic + Background Traffic Intersection Capacity Analysis The Strear Farms truck trips were distributed amongst the study intersections assuming all trucks enter from and exit to the north on CR 21. The Strear Farms site -generated traffic was added to the background traffic volumes in Synchro. The level of service for each study intersection was then determined. The results of the analysis are included in Appendix E and summarized in Table 6 below. Table 6: North Truck Distribution Scenario - Capacity Analysis County Road 21 /County Road 20 - Northbound Approach • Traffic Control CR21 Stop Controlled Delay (sec) and Level of Service AM Peak Hour 10.0 (LOS B) Delay (sec) and Level of Service PM Peak Hour 9.9 (LOS A) County Road 21 / County Road 18 - Northbound Approach - Southbound Approach County Road 23 / County Road 18 - Northbound Approach County Road 21 / Entering Drwy - Southbound Left County Road 18 / Exiting Drwy - Southbound Approach CR 21 Stop Controlled CR 23 Stop Controlled Southbound Left Yield Drwy Stop Controlled 9.3 (LOS A) 8.9 (LOS A) 9.0 (LOS A) 8.2 ,LOS A) 9.3 (LOS A) 9.1 (LOS A) 9.0 (LOS A) 9.0 (LOS A) e.2 (LOS A) 9.4 (LOS A) The intersection capacity analysis indicates that there is a negligible increase in delay caused by the site traffic. Moreover, all study intersections will continue to operate at an acceptable level of service after the addition of the site -generated truck traffic. arcadis.cam Co002292 Tis Strear Farms Draft -10-6-20'17 12 TRAFFIC IMPACT STUDY 5.2 West Truck Distribution Traffic + Background Traffic - Intersection Capacity Analysis The Strear Farms truck trips were distributed amongst the study intersections assuming all trucks enter from and exit to the west on CR 18. The Strear Farms site -generated traffic was added to the background traffic volumes in Synchro. The level of service for each study intersection was then determined. The results of the analysis are included in Appendix F and summarized in Table 7 below. Table 7: West Truck Distribution Scenario - Capacity Analysis County Road 21 1 County Road 20 - Northbound Approach County Road 21 / County Road 18 - Northbound Approach - Southbound Approach County Road 231 County Road 18 - Northbound Approach Traffic Control CR 21 Stop Controlled CR 21 Stop Controlled CR 23 Stop Controlled Delay (sec) and Level of Service AM Peak Hour 9.2 (LOS A) 9.4 (LOS A) 9.0 (LOS A) 9.0 (LOS A) Delay (sec) and Level of Service PM Peak Hour 9.1 (LOS A) 9.3 (LOS A) 9.5 (LOS A) 9.0 (LOS A) County Road 21 / Entering Drwy - Southbound Left County Road 181 Exiting Drwy - Southbound Approach Southbound Left Yield 0.0 (LOS A 0.0(LOS A Drwy Stop Controlled 9.3 (LOS A) 9.4 (LOS A) The intersection capacity analysis indicates that there is a negligible increase in delay caused by the site traffic. Moreover, all study intersections will continue to operate at an acceptable level of service after the addition of the site -generated truck traffic. arcadis.cam Co002292 Tis Strear Farms Draft -10-6-2017 13 TRAFFIC IMPACT STUDY 5.3 East Truck Distribution Traffic + Background Traffic Intersection Capacity Analysis The Strear Farms truck trips were distributed amongst the study intersections assuming all trucks enter from and exit to the east on CR 18. The Strear Farms site -generated traffic was added to the background traffic volumes in Synchro. The level of service for each study intersection was then determined. The results of the analysis are included in Appendix G and summarized in Table 8 below. Table 8: East Truck Distribution Scenario - Capacity Analysis Plili Intersection County Road 21 1 County Road 20 - Northbound Approach County Road 21 / County Road 18 - Northbound Approach - Southbound Approach County Road 231 County Road 18 - Northbound Approach Traffic Control R CR 21 Stop Controlled CR 21 Stop Controlled CR 23 Stop Controlled Delay (sec) and Level of Service AM Peak Hour 9.0 (LOS A) 9.3 (LOS A) 8.9 (LOS A) 9.1 (LOS A) Delay (sec) and Level of Service PM Peak Hour 9.7 (LOS A) 9.1 (LOS A) 9.0 (LOS A) 9.0 (LOS A) County Road 21 / Entering Drwy - Southbound Left County Road 181 Exiting Drwy - Southbound Approach Southbound Left Yield 0.0(LOS A 0.0(LOS A Drwy Stop Controlled 9.7 (LOS A) 9.8 (LOS A) The intersection capacity analysis indicates that there is a negligible increase in delay caused by the site traffic. Moreover, all study intersections will continue to operate at an acceptable level of service after the addition of the site -generated truck traffic. arcadis.cam Co002292 Tis Strear Farms Draft -10-6-2017 14 TRAFFIC IMPACT STUDY 6 SUMMARY The purpose of this traffic impact assessment was to analyze the potential delay created by Anadarko's development and operation of the Strears Farm stockpile site located on CR 18 in Weld County, Colorado. The site is located to the northeast of the intersection CR 181 CR 21. The site -generated traffic volumes have been identified by Anadarko as serving one of the three locations inside the Strear Farms location. The three site locations consist of mud farm, soil stockpile area, and production facility. Each of these sites generates truck trips that will enter the site on CR 21 and exit the site on CR 18. The analysis was completed to determine the impacts the truck trips during peak periods of operations (i.e., when generating traffic from all three site operations concurrently) will have on the surrounding roadway network. A review of three distribution scenarios was completed to analyze a worst -case traffic impact for the studied scenarios. This analysis has shown that: • All study intersections are currently operating at an acceptable level of service. • Under worst case traffic assumptions (i.e., peak site trip generation, during peak rush hours) the addition of Anadarko's site traffic will cause a negligible increase in delay at the study intersections. • All study intersections will continue to operate at an acceptable level of service after the addition of the site -generated truck traffic. • A► review of the anticipated delays for truck route ingress/egress options indicates that the study network will experience the smallest increase in delay from the west truck distribution along CR 18. arcadis.cam Co002292 T s Streer Farrr Draft -10-6-2017 15 APPENDIX A Traffic Count Data All Traffic Data Wheat Ridge, CO 80033 EB Page 1 Date Start: 19 -Sep -17 Date End: 19 -Sep -17 Site Code: 1 CR20 DO CR21 Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 09/19/17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 1 0 0 0 0 0 0 0 0 0 0 1 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 6 0 0 0 0 0 0 0 0 0 0 0 6 05:00 0 6 1 0 0 0 0 0 0 0 0 0 0 7 06:00 2 33 7 0 0 2 0 0 1 0 0 0 0 45 07:00 1 29 3 0 1 3 0 0 2 0 0 0 0 39 08:00 0 16 2 0 0 3 0 0 0 0 0 0 0 21 09:00 0 5 6 0 0 3 0 0 1 1 0 0 0 16 10:00 2 16 2 0 0 0 0 0 0 0 0 0 0 20 11:00 1 13 3 0 0 0 0 0 1 0 0 0 0 18 12 PM 0 16 7 0 1 3 0 0 2 0 0 0 0 29 13:00 2 16 3 0 1 4 0 0 0 0 0 0 0 26 14:00 3 17 5 0 2 0 0 0 2 0 0 0 1 30 15:00 1 16 1 0 0 2 1 0 2 0 0 0 0 23 16:00 0 22 4 0 0 1 0 0 1 0 0 0 0 28 17:00 0 39 5 0 1 1 0 0 0 0 0 0 0 46 18:00 2 18 1 0 0 2 0 0 0 0 0 0 0 23 19:00 0 17 1 0 1 0 0 0 0 0 0 0 0 19 20:00 0 8 0 0 0 0 0 0 0 0 0 0 0 8 21:00 0 12 0 0 0 0 0 0 0 0 0 0 0 12 22:00 0 6 0 0 0 0 0 0 0 0 0 0 0 6 23:00 0 0 2 0 0 0 0 0 1 0 0 0 0 3 Day 14 312 54 0 7 24 1 0 13 1 0 0 1 427 Total Percent 3.3% 73.1% 12.6% 0.0% 1.6% 5.6% 0.2% 0.0% 3.0% 0.2% 0.0% 0.0% 0.2% AM Peak 06:00 06:00 06:00 07:00 07:00 07:00 09:00 06:00 Vol. 2 33 7 1 3 2 1 45 PM Peak 14:00 17:00 12:00 14:00 13:00 15:00 12:00 14:00 17:00 Vol. 3 39 7 2 4 1 2 1 46 Grand 14 312 54 0 7 24 1 0 13 1 0 0 1 427 Total Percent 3.3% 73.1% 12.6% 0.0% 1.6% 5.6% 0.2% 0.0% 3.0% 0.2% 0.0% 0.0% 0.2% All Traffic Data Wheat Ridge, CO 80033 WB Page 2 Date Start: 19 -Sep -17 Date End: 19 -Sep -17 Site Code: 1 CR20 E/O CR21 Start Time Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 09/19/17 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12 PM 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1 1 1 1 6 13 20 43 24 10 16 8 15 17 13 29 30 32 24 13 6 8 1 1 0 0 0 1 1 3 3 5 3 8 1 2 4 5 3 9 9 5 2 4 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 I 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 1 3 2 6 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 0 0 2 0 0 0 7 0 0 0 18 0 0 0 23 0 0 0 53 0 0 0 30 0 0 0 18 0 0 0 20 0 0 0 10 0 0 0 21 0 0 0 27 0 0 0 21 0 0 0 46 0 0 0 42 0 0 0 39 0 0 0 26 0 0 0 18 0 0 0 6 0 0 0 10 0 0 0 1 0 0 0 1 Day Total Percent 3 333 70 0 0.7% 75.3% 15.8% 0.0% 1.6% 7 6 1.4% 0 2 21 0 0.0% 0.5% 4.8% 0.0% 0.0% 0.0% 0.0% 0 0 0 442 AM Peak Vol. 07:00 1 07:00 43 09:00 8 07:00 1 07:00 2 07:00 05:00 1 2 07:00 53 PM Peak 12:00 Vol. 1 Grand Total Percent 17:00 32 3 333 0.7% 75.3% 15:00 9 70 0 15.8% 0.0% 14:00 2 13:00 1 7 6 1.6% 1.4% 0 2 0.0% 0.5% 15:00 6 21 4.8% 0 0.0% 0 0 0.0% 0.0% 15:00 46 0 442 0.0%© All Traffic Data Wheat Ridge, CO 80033 EB Page 1 Date Start: 19 -Sep -17 Date End: 19 -Sep -17 Site Code: 2 CR18 DO CR21 Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 09/19/17 0 2 0 0 0 0 0 0 0 0 0 0 0 2 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 4 1 0 0 0 0 0 0 0 0 0 0 5 06:00 0 6 2 0 0 1 0 0 0 0 0 0 0 9 07:00 0 7 6 0 0 2 0 0 0 0 0 0 0 15 08:00 0 5 3 0 0 1 0 0 0 0 0 0 0 9 09:00 0 4 0 0 0 1 0 0 0 0 0 0 0 5 10:00 0 8 2 0 0 1 0 1 0 0 0 0 0 12 11:00 0 6 3 0 0 0 0 0 0 0 0 0 0 9 12 PM 1 8 3 0 0 2 0 0 0 0 0 0 0 14 13:00 0 8 1 0 0 1 0 1 3 0 0 0 0 14 14:00 0 9 1 0 0 2 0 0 0 0 0 0 0 12 15:00 0 12 3 0 0 1 0 1 0 0 0 0 0 17 16:00 0 7 5 0 0 0 0 0 0 0 0 0 0 12 17:00 1 22 4 0 1 0 0 0 1 0 0 0 0 29 18:00 0 6 5 0 0 0 0 0 0 0 0 0 0 11 19:00 0 7 5 0 0 0 0 1 0 0 0 0 0 13 20:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4 21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 Day 2 127 44 0 1 12 0 4 4 0 0 0 0 194 Total Percent 1.0% 65.5% 22.7% 0.0% 0.5% 6.2% 0.0% 2.1% 2.1% 0.0% 0.0% 0.0% 0.0% AM Peak 10:00 07:00 07:00 10:00 07:00 Vol. 8 6 2 1 15 PM Peak 12:00 17:00 16:00 Vol. 1 22 5 Grand Total Percent 17:00 12:00 1 2 13:00 13:00 1 3 17:00 29 2 127 44 0 1 12 0 4 4 0 0 0 0 194 1.0% 65.5% 22.7% 0.0% 0.5% 6.2% 0.0% 2.1% 2.1% 0.0% 0.0% 0.0% 0.0% All Traffic Data Wheat Ridge, CO 80033 WB Page 2 Date Start: 19 -Sep -17 Date End: 19 -Sep -17 Site Code: 2 CR18 DO CR21 Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 09/19/17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 10 2 0 0 0 0 0 0 0 0 0 0 12 06:00 0 5 1 0 0 1 0 0 0 0 0 0 0 7 07:00 0 8 1 0 0 1 0 1 0 0 0 0 0 11 08:00 1 10 0 0 1 0 1 0 0 0 0 0 0 13 09:00 0 5 0 0 0 0 0 0 1 0 0 0 0 6 10:00 0 3 2 0 0 0 0 0 0 0 0 0 0 5 11:00 0 7 1 0 0 0 0 0 0 0 0 0 0 8 12 PM 0 9 1 0 1 1 1 0 0 0 0 0 0 13 13:00 1 5 1 0 0 1 0 1 0 0 0 0 0 9 14:00 3 5 2 0 1 0 0 0 0 0 0 0 0 11 15:00 2 14 1 0 0 1 1 0 0 0 0 0 0 19 16:00 1 7 2 0 0 0 0 0 0 0 0 0 0 10 17:00 0 6 1 0 1 1 1 0 0 0 0 0 0 10 18:00 0 8 1 0 0 1 0 0 0 0 0 0 0 10 19:00 0 4 0 0 0 1 0 0 0 0 0 0 0 5 20:00 1 4 0 0 0 0 0 0 1 0 0 0 0 6 21:00 1 2 0 0 0 0 0 0 0 0 0 0 0 3 22:O0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day 10 113 16 0 4 8 4 2 2 0 0 0 0 159 Total Percent 6.3% 71.1% 10.1% 0.0% 2.5% 5.0% 2.5% 1.3% 1.3% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 05:00 05:00 08:00 06:00 08:00 07:00 09:00 08:00 Vol. 1 10 2 1 1 1 1 1 13 PM Peak 14:00 15:00 14:00 12:00 12:00 12:00 13:00 20:00 15:00 Vol. 3 14 2 1 1 1 1 1 19 Grand Total / h �ry G +� / �y �y / �ry �y / �y �^ Percent 6.3% 71.1 % 10.1% 0.0% 2.5% 5.0% 2.5% 1.3% 1.3% 0.0% 0.0% 0.0% 0.0% 10 113 16 0 4 8 4 2 2 0 0 0 0 159 All Traffic Data Wheat Ridge, CO 80033 EB Page 1 Date Start: 19 -Sep -17 Date End: 19 -Sep -17 Site Code: 3 CR18 W/O CR21 Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 09/19/17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 3 1 0 0 0 0 0 0 0 0 0 0 4 06:00 0 3 2 0 0 0 0 0 1 0 0 0 0 6 07:00 0 3 2 0 0 0 0 0 0 0 0 0 0 5 08:00 1 10 0 0 0 1 0 0 0 0 0 0 0 12 09:00 0 2 0 0 0 0 0 1 0 0 0 0 0 3 10:00 0 2 2 0 1 0 2 0 0 0 0 0 0 7 11:00 2 6 0 0 0 2 1 0 0 0 0 0 0 11 12 PM 0 9 1 0 0 1 2 0 0 0 0 0 0 13 13:00 0 8 1 0 2 0 1 0 0 0 0 0 0 12 14:00 1 4 2 0 0 0 0 0 0 0 0 0 0 7 15:00 1 16 4 0 0 2 2 0 0 0 0 0 0 25 16:00 1 11 2 0 0 0 1 0 0 0 0 0 0 15 17:00 1 6 3 0 0 1 1 0 0 0 0 0 0 12 18:00 0 8 3 0 0 1 1 0 0 0 0 0 0 13 19:00 0 5 1 0 0 1 0 0 0 0 0 0 0 7 20:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4 21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 Day Total Percent 4.4% 64.8% 15.1% 0.0% 1.9% 5.7% 6.9% 0.6% 0.6% 0.0% 0.0% 0.0% 0.0% 7 103 24 0 3 9 11 1 1 0 0 0 0 159 AM Peak 11:00 08:00 06:00 Vol. 2 10 2 PM Peak 14:00 15:00 15:00 Vol. 1 16 4 Grand Total Percent 10:00 11:00 10:00 09:00 06:00 1 2 2 1 1 13:00 15:00 12:00 2 2 2 08:00 12 15:00 25 7 103 24 0 3 9 11 1 1 0 0 0 0 159 4.4% 64.8% 15.1% 0.0% 1.9% 5.7% 6.9% 0.6% 0.6% 0.0%© 0.0% 0.0% 0.0% All Traffic Data Wheat Ridge, CO 80033 WB Page 2 Date Start: 19 -Sep -17 Date End: 19 -Sep -17 Site Code: 3 CR18 W/O CR21 Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 09/19/17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 3 1 0 0 0 0 0 0 0 0 0 0 4 05:00 0 8 2 0 0 0 0 0 0 0 0 0 0 10 06:00 2 11 1 0 0 0 0 0 0 0 0 0 0 14 07:00 0 10 3 0 0 2 0 0 0 0 0 0 0 15 08:00 0 8 0 0 0 0 0 0 1 0 0 0 0 9 09:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5 10:00 0 8 3 0 0 1 0 0 0 0 0 0 0 12 11:00 0 10 1 0 0 0 2 0 0 0 0 0 0 13 12 PM 0 7 0 0 0 1 0 0 0 0 0 0 0 8 13:00 1 12 0 0 0 0 0 0 2 0 0 0 0 15 14:00 0 11 2 0 0 1 2 0 0 0 0 0 0 16 15:00 0 8 1 0 0 0 1 0 0 0 0 0 0 10 16:00 0 7 1 0 0 0 1 0 0 0 0 0 0 9 17:00 0 9 1 0 0 0 0 0 0 0 0 0 0 10 18:00 0 5 2 0 0 1 1 0 0 0 0 0 0 9 19:00 0 6 1 0 0 0 0 0 0 0 0 0 0 7 20:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Day 3 129 19 0 0 6 7 0 3 0 0 0 0 167 Total Percent 1.8% 77.2% 11.4% 0.0% 0.0% 3.6% 4.2% 0.0% 1.8% 0.0% 0.0% 0.0% 0.0% AM Peak 06:00 06:00 07:00 Vol. 2 11 3 PM Peak 13:00 13:00 14:00 Vol. 1 12 2 Grand Total Percent 1.8% 77.2% 11.4% 0.0% 0.0% 3.6% 4.2% 0.0% 1.8% 0.0% 0.0% 0.0% 0.0% 07:00 11:00 2 2 12:00 14:00 1 2 08:00 1 13:00 2 07:00 15 14:00 16 3 129 19 0 0 6 7 0 3 0 0 0 0 167 All Traffic Data 1 i *tiu1o1 o Services Inc. (303) 216-2439 www.a Iltraffi cdata. net Peak Hour - All Vehicles CR20 (67) 40 0.70 56 (75) CR21 (5) 2 0.50 0 {2) CR21 0,� t_0 IN 0.80 E 56 r2 ono 'nIC _ 0 4 35 Location: 1 CR21&CR2OAM Date and Start Time: Tuesday, September 19, 2017 Peak Hour: 07:15 AM - 08:15 AM Peak 15 -Minutes: 07:45 AM - 08:00 AM 4 CR 20 (4) 2 0.60 7 (13) (60) 37 0.79 60 (80) Note: Total study counts contained in parentheses. Traffic Counts Interval Start Time Peak Hour - Pedestrians/Bicycles on Crosswalk 0 0 ti t N o w E a i S 1 a CR20 CR20 CR21 CR21 Eastbound Westbound Northbound Southbound Rolling Pedestrain Crossings U -Turn Left Thru Right U -Turn Left Thru Right U -Turn Left Thru Right U -Turn Left Thru Right Total Hour West East South North 7:00 AM 0 0 6 0 0 0 12 0 0 0 0 1 0 0 0 2 21 95 0 0 0 0 i 7:15 AM 7:30 AM 7:45 AM 8:00 AM 0 0 12 0 0 1 9 0 0 0 0 0 0 0 0 0 22 102 0 0 0 0 0 0 12 0 0 12 0 0 0 7 0 0 0 11 0 0 0 0 0 2 0 0 0 0 0 1 20 90 0 0 0 0 32 87 0 Da 3 0 0 0 0 28 58 0 0 0 0 8:15AM 0 1 4 0 0 0 4 1 0 0 0 0 0 0 0 0 10 8:30 AM 0 0 6 1 0 1 3 0 0 3 0 2 0 0 0 1 17 8:45AM 0 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 1 73 1 0 3 56 1 0 6 0 7 0 0 0 5 153 0 0 0 0 Peak Hour 0 0 56 0 0 2 35 0 0 3 0 4 0 0 0 2 102 0 0 0 0 All Traffic Data 1 i *tiu1o1 o Services Inc. (303) 216-2439 www.a Iltraffi cdata. net Peak Hour - All Vehicles (12) 8 0.40 8 (13) CR 1$ (23) 14 0.69 8 (16) CR21 S� j LItL o 5 CR21 1 11 W 0.77 E 4 p S , 0 , 111 fro I It CR18 (9) 5 0.63 5 (7) Location: 2 CR 21 & CR 18 AM Date and Stark Time: Tuesday, September 19, 2017 Peak Hour: 07:15 AM - 08:15 AM Peak 15 -Minutes: 07:30 AM - 07:45 AM (27) 16 0.57 10 (17) Note: Total study counts contained in parentheses. Traffic Counts Interval Start Time Peak Hour - Pedestrians/Bicycles on Crosswalk 0 ti t N o W E a i S 1 a CR18 CR18 CR21 CR21 Eastbound Westbound Northbound Southbound Rolling Pedestrain Crossings U -Turn Left Thru Right U -Turn Left Thru Right U -Turn Left Thru Right U -Turn Left Thru Right Total Hour West East South North 7:00 AM 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3 31 0 0 0 0 7:15AM 0 0 0 0 0 0 4 1 0 0 0 0 0 2 2 1 10 37 0 0 0 0 r 7:30 AM 7:45 AM 8:00 AM 0 0 1 2 0 0 5 2 0 0I _ 0 0 12 31 0 0 0 0 0 1 1 0 0 1 0 0 0 2 0 0 1 0 0 6 30 0 0 0 0 0 1 2 0 0 0 1 2 0 0 0 1 0 0 0 2 9 31 0 0 0 0 8:15 AM 0 0 0 1 0 0 1 2 0 0 0 0 0 0 0 0 4 8:30 AM 0 1 3 0 0 1 2 1 0 0 0 0 0 0 2 1 11 8:45AM 0 1 2 0 0 0 1 0 0 1 0 1 0 1 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 3 9 4 0 1 18 8 0 1 2 4 0 4 4 4 62 0 0 0 0 Peak Hour 0 1 4 3 0 0 11 5 0 0 2 3 0 3 2 3 37 0 0 0 0 All Traffic Data 1 i It11O1O1 l0 Services Inc. (303) 216-2439 www.a Iltraffi cdata. net Peak Hour - All Vehicles CR 18 (24) o � L 9 1� 0 �j N � 7 W 0.81 E 12 3 „y S r 31 (22) 9 n� 1� tr c 0 0.60 CR23 o N o - w Location: 3 CR23&CR 18 AM Date and Stark Time: Tuesday, September 19, 2017 Peak Hour: 07:15 AM - 08:15 AM Peak 15 -Minutes: 07:45 AM - 08:00 AM 4 CR18 (63) 40 0.79 18 (34) (6 7) 38 0.95 19 (36) Note: Total study counts contained in parentheses. Traffic Counts Interval Start Time Peak Hour - Pedestrians/Bicycles on Crosswalk a N S 0 41141.0 0 i CR 18 CR 18 CR 23 Eastbound Westbound Northbound Southbound Rolling Pedestrain Crossings U -Turn Left Thru Right U -Turn Left Thru Right U -Turn Left Thru Right U -Turn Left Thru Right Total Hour West East South North 7:00 AM 0 0 1 0 0 4 5 0 0 1 0 3 14 66 0 0 0 i 7:15 AM 7:30 AM 7:45 AM 8:00 AM 0 0 1 2 0 6 3 0 0 1 0 3 0 0 0 0 0 0 2 2 0 0 8 9 1 1 0 0 0 0 0 0 0 4 4 16 68 0 0 0 15 16 61 57 0 0 0 0 0 0 8:15AM 8:30 AM 8:45 AM 0 0 0 0 0 3 3 0 0 1 0 2 0 0 2 1 0 7 2 0 0 1 0 5 0 0 1 5 0 3 2 0 0 0 0 3 9 0 0 0 18 0 0 0 14 0 0 0 Count Total 0 0 7 15 0 48 19 0 0 5 0 29 123 0 0 0 Peak Hour 0 0 3 9 0 31 7 0 0 2 0 16 68 0 0 0 All Traffic Data l ® ME MX1O14011O Services Inc. (303) 216-2439 www.alltrafficdata.net Peak Hour - All Vehicles CR 20 (71) 37 0.89 (7) 4 0.50 3 (8) 1 CR 21 4— 37 39 W 0.85 E 4 50 (85) 9 n 0 CR21 0 .DJ 1 l» tit_ o 2 ij nitr (17) 13 0 0 0) 0.69 1 Location: 1 CR21&CR2OAM Date and Start Time: Tuesday, September 19, 2017 Peak Hour: 04:45 PM - 05:45 PM Peak 15 -Minutes: 05:15 PM - 05:30 PM I CR 20 7 (14) (75) 41 0.78 49 (85) Note: Total study counts contained in parentheses. Traffic Counts Interval Start Time Peak Hour - Pedestrians/Bicycles on Crosswalk 0 0 0 N s S 0 I0 0 p t i CR20 CR20 CR21 CR21 Eastbound Westbound Northbound Southbound Rolling Pedestrain Crossings U -Turn Left Thru Right U -Turn Left Thru Right U -Turn Left Thru Right U -Turn Left Thru Right Total Hour West East South North 8:45 AM 4:00 PM 4:15 PM 4:30 PM 0 0 1 0 0 14 0 1 5 0 1 10 0 0 0 2 0 0 0 0 0 0 0 0 0 3 0 0 1 6 0 0 0 0 0 0 0 0 2 23 0 0 0 7 0 0 1 0 3 0 0 0 0 17 1 0 1 5 0 0 1 0 1 0 0 0 0 20 0 0 0 0 81 0 0 0 0 83 0 0 0 0 96 0 0 0 0 4:45 PM 5:00 PM 5:30 PM 0 1 7 3 0 0 6 0 0 0 0 3 0 1 0 0 21 102 0 0 0 0 0 0 13 0 1 9 0 4 0 0 1 2 9 8 0 0 0 0 0 0 0 1 2 0 0 0 0 1 0 0 0 0 25 26 97 0 0 0 0 0 0 0 0 5:45 PM 0 1 1 0 0 1 9 2 0 1 0 0 0 1 0 0 16 0 0 0 0 Count Total 0 5 70 10 0 7 66 2 0 3 1 10 0 5 0 2 181 0 0 0 0 Peak Hour 0 2 39 9 0 4 37 0 0 0 1 6 0 4 0 0 102 0 0 0 0 All Traffic Data l ® ME MX1O14011O Services Inc. (303) 216-2439 www.alltrafficdata.net Peak Hour - All Vehicles CR18 (21) 9 0.58 14 (27) CR21 (8) 3 0.50 1 6 (14) CR 21 L 0 d 1 l l�3 ` 2 W 0.80 E 7 S r3 15tr Location: 2 CR 21 & CR 18 AM Date and Stark Time: Tuesday, September 19, 2017 Peak Hour: 04:45 PM - 05:45 PM Peak 15 -Minutes: 05:00 PM - 05:15 PM (23) 13 0.63 o -4 - w i CR18 (8) 5 0.75 5 (12) (27) Note: Total study counts contained in parentheses. Traffic Counts Peak Hour - Pedestrians/Bicycles on Crosswalk O N s S 0 I0 0 p t i CR18 CR18 CR21 CR21 Interval Eastbound Westbound Northbound Southbound Rolling Pedestrain Crossings Start Time U -Turn Left Thru Right U -Turn Left Thru Right U -Turn Left Thru Right U -Turn Left Thru Right Total Hour West East South North 8:45AM 0 1 2 0 0 0 1 0 0 1 0 1 0 1 0 0 7 0 0 0 0 4:00 PM 4:15 PM 4:30 PM 0 2 2 0 0 1 1 1 0 0 1 0 0 0 0 0 8 29 0 0 0 0 0 0 2 0 0 0 1 1 0 2 0 0 0 0 0 0 6 32 0 0 0 0 0 0 2 0 0 0 2 0 0 0 1 0 0 0 0 2 7 32 0 0 0 0 4:45 PM 0 0 5 1 0 0 0 0 0 0 1 0 0 1 0 0 8 35 0 0 0 0 5:15 PM 5:30 PM 0 0 1 0 0 2 1 1 0 0 0 0 0 0 1 0 6 0 2 2 0 0 0 2 1 0 1 0 1 0 0 0 1 10 0 0 0 0 0 0 0 0 5:45 PM 0 0 2 0 0 1 1 0 0 0 1 0 0 0 1 1 7 0 0 0 0 Count Total 0 5 21 1 0 5 13 5 0 4 4 4 0 2 2 4 70 0 0 0 0 Peak Hour 0 2 11 1 0 3 7 3 0 1 1 3 0 1 1 1 35 0 0 0 0 All Traffic Data l ® ME MX1O14011O Services Inc. (303) 216-2439 www.alltrafficdata.net Peak Hour - All Vehicles CR 18 II (38) o 1 l.► It L o 22 0.83 0 13 W 0.71 E �■■� 10 7 � � I-28 (23) 3 trC"° 7o {9 Q ni tr CR23 I I Location: 3 CR23&CR 18 AM Date and Stark Time: Tuesday, September 19, 2017 Peak Hour: 04:45 PM - 05:45 PM Peak 15 -Minutes: 05:00 PM - 05:15 PM I I CR 18 (60) 31 0.89 29 (62) (70) 41 0.60 27 (57) Note: Total study counts contained in parentheses. Traffic Counts Peak Hour - Pedestrians/Bicycles on Crosswalk _DL N *cm' o S S 0 0 I0 0 p t i CR 18 CR 18 CR 23 Interval Eastbound Westbound Northbound Southbound Rolling Pedestrain Crossings Start Time U -Turn Left Thru Right U -Turn Left Thru Right U -Turn Left Thru Right U -Turn Left Thru Right Total Hour West East South North 8:45AM 0 0 1 5 0 3 2 0 0 0 0 3 4:00 PM 0 0 1 2 0 3 3 0 0 1 0 7 4:15PM 0 0 1 1 0 3 1 0 0 3 0 8 4:30 PM 0 0 1 0 0 7 1 0 0 2 0 2 14 0 0 0 17 62 0 0 0 17 73 0 0 0 13 73 0 0 0 4:45 PM 0 0 2 1 0 7 1 0 0 0 0 4 15 80 0 0 0 5:15 PM 5:30 PM 0 0 1 0 0 5 2 0 0 5 0 4 0 0 2 1 0 4 5 0 0 2 0 6 17 0 0 0 20 0 0 0 5:45 PM 0 0 0 1 0 4 2 0 0 1 0 6 14 0 0 0 Count Total 0 0 11 12 0 48 22 0 0 16 0 46 155 0 0 0 Peak Hour 0 0 7 3 0 28 13 0 0 9 0 20 80 0 0 0 APPENDIX B Strear Farms Site Traffic Estimator TRIP GENERATION The following tables denote the expected long term trip generation for the operation: Strear Farms Site Location Location Hydrovac Trips Daily (carry Avg Truck mud} Daily Spreaders drill cuttings)Transport Aug (carry Trucks(150 Daily Transport Avg mud) bbl Vehicle Daily PCEs* T Trips Truck Mud Farm 3 Truck trips/day 28 trips, Truck day 2 Truck trips/day 99 PCE/day 600 trips, Truck month *PCE = Passenger Car Equivalent. Strear Farms Site Location Daily Dump/Side vehicles Avg Belly Dump Daily Vehicle PCEs* Total Trips Monthly Truck Soil Stockpile Area 30 Truck. trips/day 90 PCE/clay 630 Truck trips/month *PCE = Passenger Car Equivalent. Strear Farms Site Location Daily Aug Trucks (maintenance) Pick-up Daily Vehicle PCEs* Total Monthly Trips Truck Production Facility 5 Truck trips/day 15 PCE/day 150 trips/month Truck *PCE = Passenger Car Equivalent. TRIP DISTRIBUTION It is estimate that the majority of the traffic to the Facility will come from east and will utilize the route indicated from WCR 18. Occasionally, vehicles may access the site from the west coming from WCR 19. CONCLUSION The ongoing use of the site and associated traffic is consistent with the existing uses on surrounding properties and with exiting traffic from WCR 18. The intersection of WCR 18 and U.S. 85 has adequate turn lanes and line of site for proposed traffic volumes. The access and use of the site should not create any adverse impacts on the surrounding roads. 2 APPENDIX C Synchro Results Background Traffic Lanes, Volumes, Timings 1:CR21&CR20 Existing AM 10/03/2017 %vat k• \ tfr \Si 17 dr Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4) Traffic Volume (vph) 0 56 0 2 35 0 3 0 4 0 0 2 Future Volume (vph) 0 56 0 2 35 0 3 0 4 0 0 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.923 0.865 Flt Protected 0.996 0.979 Satd. Flow (prot) 0 1810 0 0 1598 0 0 1504 0 0 1481 0 Flt Permitted 0.996 0.979 Satd. Flow (perm) 0 1810 0 0 1598 0 0 1504 0 0 1481 0 Link Speed (mph) 55 55 30 30 Link Distance (ft) 997 996 943 66 Travel Time (s) 12.4 12.3 21.4 1.5 Peak Hour Factor 0.25 0.70 0.25 0.50 0.75 0.25 0.50 0.25 0.50 0.25 0.25 0.50 Heavy Vehicles (%) 0% 5% 0% 0% 20% 0% 33% 0% 0% 0% 0% 11% Adj. Flow (vph) 0 80 0 4 47 0 6 0 8 0 0 4 Shared Lane Traffic (%) Lane Group Flow (vph) 0 80 0 0 51 0 0 14 0 0 4 0 Enter Blocked Intersection 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.5% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 1 HCM 2010 TWSC 1: CR21 &CR20 Existing AM 10/03/2017 Intersection Int Delay, slveh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations T 4 4 Traffic Vol, veh/h 0 56 0 2 35 0 3 0 4 0 2 Future Vol, vehlh 0 56 0 2 35 0 3 0 4 0 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - - None - None Storage Length Veh in Median Storage, # - 0 0 0 0 Grade, 970 0 0 r 0 Peak Hour Factor 25 70 25 50 75 25 50 25 50 25 25 50 Heavy Vehicles, % 0 5 0 0 20 0 33 0 0 0 0 11 Mvmt Flow 0 80 0 4 47 0 6 0 8 0 4 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 0 0 80 0 0 137 135 80 139 135 47 Stage 1 en - 80 80 - 55 55 Stage 2 - 57 55 84 80 Critical Hdwy - 4.1 7.43 6.5 6.2 7.1 6.5 6.31 Critical Hdwy Stg 1 - 6.43 5.5 - 6.1 5.5 Critical Hdwy Stg 2 - 6.43 5.5 - 6.1 5.5 Follow-up Hdwy IMP - 2.2 WO - 3.797 4 3.3 3.5 4 3.399 Pot Cap -1 Maneuver 0 - 1531 0 767 760 986 836 760 997 Stage 1 0 0 857 832 962 853 Stage 2 0 - 0 882 853 929 832 Platoon blocked, % Mov Cap -1 Maneuver - 1531 762 758 986 827 758 997 Mov Cap -2 Maneuver - - 762 758 - 827 758 r Stage 1 - 857 832 - 962 850 Stage 2 dmi - 876 850 - 921 832 Approach EB WB NB SB HCM Control Delay, s 0 0.6 9.2 8.6 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT SBLn1 Capacity (veh/h) 876 - 1531 - 997 HCM Lane WC Ratio 0.016 - 0.003 - 0.004 HCM Control Delay (s) 9.2 - 7.4 0 8.6 HCM Lane LOS A A A A HCM 95th %tile Q(veh) 0 0 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 2 Lanes, Volumes, Timings 2: CR 21 & Drwy North Existing AM 10/03/2017 sfr -IP• 'tar 4\ at ,fr 1, Lane Group EBL EBT EBR. WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. Ts) 4 Traffic Volume (vph) 0 0 0 0 0 0 0 8 0 0 8 0 Future Volume (vph) 0 0 0 0 0 0 0 8 0 0 8 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt Flt Protected Satd. Flow (prot) 0 1863 0 0 1863 0 0 1520 0 0 1900 0 Flt Permitted Satd. Flow (perm) 0 1 863 0 0 1863 0 0 1520 0 0 1900 Link Speed (mph) 30 30 30 30 Link Distance (ft) 83 88 134 943 Travel Time (s) 1.9 2.0 3.0 21.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 25% 2% 2% 0% 2% Adj. Flow (vph) 0 0 0 0 0 0 0 9 0 0 9 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 0 0 0 9 0 0 9 0 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 3 HCM 2010 TWSC 2: CR 21 & Drwy North Existing AM 10/03/2017 Intersection Int Delay, slveh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4+ 1 4 Traffic Vol, veh/h 0 0 0 0 0 0 0 8 0 0 Future Vol, yell/1h 0 0 0 0 0 0 0 8 0 0 8 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 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, # - 0 0 0 0 Grade, 970 0 0 0 Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 25 2 0 2 Mvmt Flow 0 0 0 0 0 0 0 9 0 0 9 0 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 18 18 9 18 18 9 0 0 9 0 0 Stage 1 9 9 9 9 Stage 2 9 9 9 9 Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 - - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 Critical Hdwy Stg 2 612 5.52 - 6.12 5.52 Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 - 2.218 Pot Cap -1 Maneuver 996 876 1073 996 876 1073 0 0 Stage 1 1012 888 - 1012 888 0 0 Stage 2 1012 888 - 1012 888 0 - 0 Platoon blocked, % Mov Cap -1 Maneuver 996 876 1073 996 876 1073 Mov Cap -2 Maneuver 996 876 - 996 876 - - Stage 1 1012 888 - 1012 888 Stage 2 1012 888 - 1012 888 - - - Approach EB WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBL SBT Capacity (veh/h) - - - - 16 1 HCM Lane WC Ratio 1.1 HCM Control Delay (s) - - 0 C 0 HCM Lane LOS - - A A A HCM 95th %tile CQ(veh) - - - - 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 4 Lanes, Volumes, Timings 8:CR21&CR18 Existing AM 10/03/2017 %IP* kis. \ tfr * dr Lane Group EBL EBT EBR. WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 4 3 0 11 5 0 2 3 3 2 3 Future Volume (vph) 1 4 3 0 11 5 0 2 3 3 2 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.942 0.961 0.932 0.953 Flt Protected 0.996 0.983 Satd. Flow (prot) 0 1783 0 0 1461 0 0 1251 0 0 1780 0 Flt Permitted 0.996 0.983 Satd. Flow (perm) 0 1783 0 0 1461 0 0 1251 0 0 1780 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1097 349 686 134 Travel Time (s) 24.9 7.9 15.6 3.0 Peak Hour Factor 0.75 0.58 0.50 0.25 0.65 0.75 0.25 0.25 0.38 0.38 0.28 0.38 Heavy Vehicles (%) 0% 0% 0% 0% 27% 20% 0% 50% 33% 0% 0% 0% Adj. Flow (vph) 1 7 6 0 17 7 0 8 8 8 7 8 Shared Lane Traffic (%) Lane Group Flow (vph) 0 14 0 0 24 0 0 16 0 0 23 0 Enter Blocked Intersection 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 5 HCM 2010 TWSC 8:CR21&CR18 Existing AM 10/03/2017 Intersection Int Delay, slveh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4* 4 4* 4 Traffic Vol, veh/h 1 4 3 0 11 5 0 2 3 3 2 Future Vol, yell/1h 1 4 3 0 11 5 0 2 3 3 2 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None None iMp - None Storage Length Veh in Median Storage, # - 0 0 0 0 Grade, 970 0 P PM 0 0 - 0 Peak Hour Factor 75 58 50 25 65 75 25 25 38 38 28 38 Heavy Vehicles, % 0 0 0 0 27 20 0 50 33 0 0 0 Mvmt Flow 1 7 6 0 17 7 0 8 8 8 7 8 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 24 0 0 13 0 0 41 37 10 41 36 20 Stage 1 e n - 13 13 - 20 20 Stage 2 - 28 24 - 21 16 Critical Hdwy 4.1 - 4.1 7.1 7 6.53 7.1 6.5 6.2 Critical Hdwy Stg 1 - 6.1 6 - 6.1 5.5 Critical Hdwy Stg 2 - 6.1 6 - 6.1 5.5 Follow-up Hdwy 2.2 - 2.2 - 3.5 4.45 3.597 3.5 4 3.3 Pot Cap -1 Maneuver 1604 - 1619 - 968 770 988 968 860 1064 Stage 1 - 1013 798 - 1004 883 Stage 2 - - 994 789 - 1003 886 Platoon blocked, % Mov Cap -1 Maneuver 1604 - 1619 954 769 988 952 859 1064 Mov Cap -2 Maneuver - - 954 769 - 952 859 Stage 1 e n - 1012 797 - 1003 883 Stage 2 - - 979 789 - 984 885 Approach EB WB NB SB HCM Control Delay, s c .7 0 9.2 8.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn 1 Capacity (veh/h) 864 1604 1619, - 954 HCM Lane WC Ratio 0.018 0.001 - 0.024 HCM Control Delay (s) 9.2 7.2 0 0 - 8.9 HCM Lane LOS A A A A A HCM 95th %tile Q(veh) 0.1 0 - 0.1 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 6 Lanes, Volumes, Timings 4: CR 18&DrwySouth Existing AM 10/03/2017 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 0 15 13 0 0 0 Future Volume (vph) 0 15 13 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt Flt Protected Satd. Flow (prot) 0 1357 1462 0 1863 0 Flt Permitted Satd. Flow (perm) 0 1357 1462 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 349 827 130 Travel Time (s) 7.9 18.8 3.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 2% 40% 30% 2% 2% 2% Adj. Flow (vph) 0 16 14 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 16 14 0 0 0 Enter Blocked Intersection No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 7 HCM 2010 TWSC 4: CR 18&DrwySouth Existing AM 10/03/2017 Intersection Int Delay, slveh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 15 13 0 0 0 Future Vol, yell/1h 0 15 13 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 0 Veh in Median Storage, # - 0 0 0 Grade, 970 0 0 - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 40 30 2 2 2 Mvmt Flow 0 16 14 0 0 0 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 14 0 0 30 14 Stage 1 e n - 14 Stage 2 - 16 - Critical Hdwy 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - 5.42 Critical Hdwy Stg 2 - 5.42 Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1604 - 984 1066 Stage 1 1009 Stage 2 1007 Platoon blocked, % Mov Cap -1 Maneuver 1604 - 984 1066 Mov Cap -2 Maneuver - 984 Stage 1 e n - 1009 Stage 2 1007 Approach EB WB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt EBL EBT •WBT WBR SBLn 1 Capacity (veh/h) 1604 HCM Lane WC Ratio HCM Control Delay (s) c HCM Lane LOS A A HCM 95th %tile Q(veh) 0 MEI Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 8 Lanes, Volumes, Timings 5: CR23&CR 18 Existing AM 10/03/2017 —be 'ter ifra Lane Group EBT EBR WBL WET NBL NBR Lane Configurations ti) 4 ve Traffic Volume (vph) 3 9 31 7 2 16 Future Volume (vph) 3 9 31 7 2 16 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.910 0.883 Flt Protected 0.965 0.994 Satd. Flow (prot) 1461 0 0 1309 1122 0 Flt Permitted 0.965 0.994 Satd. Flow (perm) 1461 0 0 1309 1122 Link Speed (mph) 30 30 55 Link Distance (ft) 827 691 480 Travel Time (s) 18.8 15.7 6.0 Peak Hour Factor 0.50 0.75 0.86 0.55 0.75 0.80 Heavy Vehicles (%) 33% 11% 39% 43% 0% 56% Adj. Flow (vph) 6 12 36 13 3 20 Shared Lane Traffic (%) Lane Group Flow (vph) 18 0 0 49 23 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right. Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 18.8% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 9 HCM 2010 TWSC 5: CR23&CR 18 Existing AM 10/03/2017 Intersection Int Delay, slveh 54 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 4 vie Traffic Vol, veh/h 3 9 31 7 2 16 Future Vol, yell/1h 3 9 31 7 2 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 0 Veh in Median Storage, # 0 0 Grade, % 0 0 0 Peak Hour Factor 50 75 86 55 75 80 Heavy Vehicles, % 33 11 39 43 0 56 Mvmt Flow 6 12 36 13 3 20 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 18 0 97 12 Stage 1 en - 12 Stage 2 - 85 Critical Hdwy - 4.49 - 6.4 6.76 Critical Hdwy Stg 1 PIO - 5.4 Critical Hdwy Stg 2 - 5.4 Follow-up Hdwy - 2.551 - 3.5 3.804 Pot Cap -1 Maneuver - 1389 - 907 931 Stage 1 - 1016 Stage 2 - 943 Platoon blocked, % Mov Cap -1 Maneuver 1389 - 883 931 Mov Cap -2 Maneuver - 883 Stage 1 - 1016 Stage 2 918 - Approach EB WB NB HCM Control Delay, s 0 5.7 9 HCM LOS A Minor Lane/Major Mvmt NBLnl EBT EBR WBL WBT Capacity (veh/h) 925 - 1389 HCM Lane WC Ratio 0.025 - 0.026 HCM Control Delay (s) - 7.7 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.1 - 0.1 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 10 Lanes, Volumes, Timings 1:CR21&CR20 Existing PM 10/03/2017 %vat k• \ tfr \Si 17 dr Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Volume (vph) 2 39 9 4 37 0 0 1 6 4 0 0 Future Volume (vph) 2 39 9 4 37 0 0 1 6 4 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.969 0.910 Flt Protected 0.998 0.995 0.950 Satd. Flow (prot) 0 1737 0 0 1809 0 0 1553 0 0 1805 0 Flt Permitted 0.998 0.995 0.950 Satd. Flow (perm) 0 1737 0 0 1809 0 0 1553 0 0 1805 0 Link Speed (mph) 55 55 30 30 Link Distance (ft) 997 996 943 66 Travel Time (s) 12.4 12.3 21.4 1.5 Peak Hour Factor 0.75 0.77 0.56 0.63 0.71 0.25 0.50 0.25 0.75 0.50 0.25 0.50 Heavy Vehicles (%) 50% 5% 0% 0% 5% 0% 0% 0% 17% 0% 0% 0% Adj. Flow (vph) 3 51 16 6 52 0 0 4 8 8 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 70 0 0 58 0 0 12 0 0 8 0 Enter Blocked Intersection 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.5% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 1 HCM 2010 TWSC 1: CR21 &CR20 Existing PM 10/03/2017 Intersection Int Delay, slveh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1 4 S S Traffic Vol, veh/h 2 39 9 4 37 0 0 1 6 4 Future V0l, yell/1h 2 39 9 4 37 0 0 1 6 4 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length INN INII Veh in Median Storage, # - 0 0 0 0 Grade, 970 0 0 - 0 - Peak Hour Factor 75 77 56 63 71 25 50 25 75 50 25 50 Heavy Vehicles, % 50 5 0 0 5 0 0 0 17 0 0 0 Mvmt Flow 3 51 16 6 52 0 0 4 8 8 0 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 52 0 0 67 0 0 129 129 59 135 137 52 Stage 1 en - 64 64 - 65 65 Stage 2 r - 65 65 70 72 Critical Hdwy 4.6 - 4.1 ail - 7.1 6.5 6.37 7.1 6.5 6.2 Critical Hdwy Stg 1 - 6.1 5.5 - 6.1 5.5 Critical Hdwy Stg 2 - 6.1 5.5 6.1 5.5 Follow-up Hdwy 2.65 - 2.2 - 3.5 4 3.453 3.5 4 3.3 Pot Cap -1 Maneuver 1296 - 1547 0 849 765 966 841 758 1021 Stage 1 r 0 952 846 - 951 845 Stage 2 ✓ - 0 951 845 945 839 W Platoon blocked, % Mov Cap -1 Maneuver 1296 - 1547 845 760 966 827 753 1021 Mov Cap -2 Maneuver - 845 760 - 827 753 - Stage 1 - 950 844 - 949 842 Stage 2 - 947 842 931 837 Approach EB WB NB SB HCM Control Delay, s 0.3 0.8 9.1 9.4 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT SBLn1 Capacity (veh/h) 886 1296 - 1547 - 827 HCM Lane WC Ratio 0.014 0.002 - 0.004 - 0.01 HCM Control Delay (s) 9.1 7.8 7.3 9.4 HCM Lane LOS A A A A A HCM 95th %tile Q(veh) 0 0 0 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 2 Lanes, Volumes, Timings 2: CR 21 & Drwy North Existing PM 10/03/2017 sfr —IP• 'tar 4\ at ,fr 1, Lane Group EBL EBT EBR. WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. Ts) 4 Traffic Volume (vph) 0 0 0 0 0 0 0 6 0 0 3 0 Future Volume (vph) 0 0 0 0 0 0 0 6 0 0 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt Flt Protected Satd. Flow (prot) 0 1863 0 0 1863 0 0 1638 0 0 1900 0 Flt Permitted Satd. Flow (perm) 0 1863 0 0 1863 0 0 1638 0 0 1900 Link Speed (mph) 30 30 30 30 Link Distance (ft) 83 88 134 943 Travel Time (s) 1.9 2.0 3.0 21.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 16% 2% 2% 0% 2% Adj. Flow (vph) 0 0 0 0 0 0 0 7 0 0 3 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 0 0 0 7 0 0 3 0 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 3 HCM 2010 TWSC 2: CR 21 & Drwy North Existing PM 10/03/2017 Intersection Int Delay, slveh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4+ 1 4 Traffic Vol, veh/h 0 0 0 0 0 0 0 6 0 0 3 Future Vol, vehlh 0 0 0 0 0 0 0 6 0 0 3 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 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, # - 0 0 0 0 Grade, 970 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 16 2 0 2 Mvmt Flow 0 0 0 0 0 0 0 7 0 0 0 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 10 10 3 10 10 7 0 0 7 0 0 Stage 1 3 7 7 Stage 2 7 7 3 3 Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 - - 4.12 Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 - 2.218 Pot Cap -1 Maneuver 1008 885 1081 1008 885 1075 0 - 1614 0 Stage 1 1020 893 - 1015 890 0 0 Stage 2 1015 890 - 1020 893 - 0 lb lil Yf 0 Platoon blocked, % Mov Cap -1 Maneuver 1008 885 1081 1008 885 1075 - 1614 Mov Cap -2 Maneuver 1008 885 - 1008 885 - Stage 1 1020 893 - 1015 890 Stage 2 1015 890 - 1020 893 ink Approach EB WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBL SBT Capacity (veh/h) 16 4 HCM Lane WC Ratio 1.1 HCM Control Delay (s) 0 0 0 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 4 Lanes, Volumes, Timings 8:CR21&CR18 Existing PM 1010312017 soFt %vat k• 14 t tfr \Si 17 dr Lane Group EBL EBT EBR. WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4+ 4+ 4 4+ Traffic Volume (vph) 2 11 1 3 7 3 1 1 3 1 1 1 Future Volume (vph) 2 11 1 3 7 3 1 1 3 1 1 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.982 0.977 0.917 0.981 Flt Protected 0.987 0.988 0.985 0.972 Satd. Flow (prot) 0 1551 0 0 1612 0 0 1220 0 0 1812 0 Flt Permitted 0.987 0.988 0.985 0.972 Satd. Flow (perm) 0 1551 0 0 1612 0 1220 0 0 1812 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1097 349 686 134 Travel Time (s) 24.9 7.9 15.6 3.0 Peak Hour Factor 0.25 0.60 0.25 0.50 0.50 0.75 0.25 0.75 0.38 0.25 0.50 0.80 Heavy Vehicles (%) 50% 9% 0% 33% 0% 33% 0% 0% 66% 0% 0% 0% Adj. Flow (vph) 8 18 4 6 14 4 4 1 8 4 2 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 30 0 0 24 0 0 13 0 0 7 0 Enter Blocked Intersection Na 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 5 HCM 2010 TWSC 8:CR21&CR18 Existing PM 10/03/2017 Intersection Int Delay, slveh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 S S Traffic Vol, veh/h 2 11 1 3 7 3 1 1 3 1 1 1 Future Vol, yell/1h 2 11 1 3 7 3 1 1 3 1 1 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length INN INII Veh in Median Storage, # - 0 0 0 0 Grade, 970 0 0 r 0 Peak Hour Factor 25 60 25 50 50 75 25 75 38 25 50 80 Heavy Vehicles, % 50 9 0 33 0 33 0 0 66 0 0 0 Mvmt Flow 8 18 4 6 14 4 4 1 8 4 2 1 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 18 0 0 22 0 0 66 66 20 69 66 16 Stage 1 e n - 36 36 - 28 28 Stage 2 r - 30 30 - 41 38 Critical Hdwy 4.6 - 4.43 - 7.1 6.5 6.86 7.1 6.5 6.2 Critical Hdwy Stg 1 - 6.1 5.5 - 6.1 5.5 Critical Hdwy Stg 2 - 6.1 5.5 6.1 5.5 Follow-up Hdwy 2.65 - 2.497 - 3.5 4 3.894 3.5 4 3.3 Pot Cap -1 Maneuver 1336 - 1414 - 932 829 900 928 829 1069 Stage 1 985 869 - 994 876 Stage 2 - w - 992 874 - 979 867 Platoon blocked, % Mov Cap -1 Maneuver 1336 - 1414 922 821 900 912 821 1069 Mov Cap -2 Maneuver r 922 821 - 912 821 Stage 1 e n - 979 864 - 988 872 Stage 2 .. dmi - 985 871 - 963 862 Approach EB WB NB SB HCM Control Delay, s 2 1.9 9:1 9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn 1 Capacity (vehlh) 898 1336 - 1414 - 907 HCM Lane WC Ratio 0.015 0.006 - 0.004 - 0.008 HCM Control Delay (s) 9.1 7.7 0 7.6 0 9 HCM Lane LOS A A A A A A HCM 95th %tile Q(veh) 0 0 0 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 6 Lanes, Volumes, Timings 4: CR 18 & Drwy South Existing PM 10/03/2017 4%, \irp Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations 4 to) Traffic Volume (vph) 0 29 19 0 0 0 Future Volume (vph) 0 29 19 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt Flt Protected Satd. Flow (prot) 0 1863 1863 0 1863 0 Flt Permitted Satd. Flow (perm) 0 1 863 1863 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 349 827 130 Travel Time (s) 7.9 18.8 3.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 32 21 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 32 21 0 0 0 Enter Blocked Intersection No Igo tlo Flo Igo No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 7 HCM 2010 TWSC 4: CR 18&DrwySouth Existing PM 10/03/2017 Intersection Int Delay, slveh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 29 19 0 0 0 Future Vol, yell/1h 0 29 19 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # - 0 0 0 Grade, 970 0 0 - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 32 21 0 0 0 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 21 0 0 53 21 Stage 1 en - 21 Stage 2 32 Critical Hdwy 4.12 - - 6.42 6.22 Critical Hdwy Stg 1 - 5.42 Critical Hdwy Stg 2 - 5.42 Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1595 - 955 1056 Stage 1 r 1002 Stage 2 r 991 Platoon blocked, % Mov Cap -1 Maneuver 1595 - 955 1056 Mov Cap -2 Maneuver - 955 Stage 1 - 1002 Stage 2 - 991 - Approach EB WB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt EBL EBT •WBT WBR SBLn1 Capacity (veh/h) 1595 HCM Lane WC Ratio HCM Control Delay (s) 0 HCM Lane LOS A A HCM 95th %tile Q(veh) 0 MEI Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 8 Lanes, Volumes, Timings 5: CR23&CR 18 Existing PM 10/03/2017 sibe 'sr EIN itfr Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations 4 te Traffic Volume (vph) 7 3 28 13 9 20 Future Volume (vph) 7 3 28 13 9 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.942 0.926 Flt Protected 0.966 0.978 Satd. Flow (prot) 1313 0 0 1677 1598 0 Flt Permitted 0.966 0.978 Satd. Flow (perm) 1313 0 0 1677 1598 Link Speed (mph) 30 30 55 Link Distance (ft) 827 691 480 Travel Time (s) 18.8 15.7 6.0 Peak Hour Factor 0.88 0.50 0.65 0.70 0.50 0.92 Heavy Vehicles (%) 14% 66% 7% 15% 11% 5% Adj. Flow (vph) 8 6 43 19 18 22 Shared Lane Traffic (%) Lane Group Flow (vph) 14 0 0 62 40 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 18.9% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 9 HCM 2010 TWSC 5: CR23&CR 18 Existing PM 10/03/2017 Intersection Int Delay, slveh 5.8 Movement EBT EBR WBL WBT NEL NBR Lane Configurations 4 igre Traffic Vol, veh/h 7 3 28 13 9 20 Future Vol, vehlh 7 3 28 13 9 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 0 Veh in Median Storage, # 0 0 Grade, % 0 0 0 Peak Hour Factor 88 50 65 70 50 92 Heavy Vehicles, % 14 66 7 15 11 5 Mvmt Flow 8 6 43 19 18 22 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 14 0 116 11 Stage 1 en - 11 Stage 2 - 105 Critical Hdwy - 4.17 - 6.51 6.25 Critical Hdwy Stg 1 PIO - 5.51 Critical Hdwy Stg 2 - 5.51 Follow-up Hdwy - 2.263 - 3.599 3.345 Pot Cap -1 Maneuver - 1572 - 859 1061 Stage 1 r - 989 Stage 2 897 Platoon blocked, % Mov Cap -1 Maneuver 1572 - 835 1061 Mov Cap -2 Maneuver - 835 Stage 1 - 989 Stage 2 - 872 - Approach EB WB NB HCM Control Delay, s 0 5.1 9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 945 - 1572 HCM Lane WC Ratio 0.042 - 0.027 HCM Control Delay (s) - 7.4 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.1 - 0.1 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 10 APPENDIX D Synchro Results Background Traffic + North Trip Distribution Lanes, Volumes, Timings Future North AM 1: CR21 &CR20 10/03/2017 %vat k• t dfr \in Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4) Traffic Volume (vph) 0 56 4 6 35 0 7 0 8 0 0 2 Future Volume (vph) 0 56 4 6 35 0 7 0 8 0 0 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.977 0.928 0.865 Flt Protected 0.990 0.977 Satd. Flow (prot) 0 1536 0 0 1655 0 0 1075 0 0 1481 0 Flt Permitted 0.990 0.977 Satd. Flow (perm) 0 1536 0 0 1655 0 0 1075 0 0 1481 0 Link Speed (mph) 55 55 30 30 Link Distance (ft) 997 996 943 66 Travel Time (s) 12.4 12.3 21.4 1.5 Peak Hour Factor 0.25 0.70 0.25 0.50 0.75 0.25 0.50 0.25 0.50 0.25 0.25 0.50 Heavy Vehicles (%) 0% 5% 100% 67% 0% 33% 72% 0% 50% 0% 0% 11% Adj. Flow (vph) 0 80 16 12 47 0 14 0 16 0 0 4 Shared Lane Traffic (%) Lane Group Flow (vph) 0 96 0 0 59 0 0 30 0 0 4 0 Enter Blocked Intersection Na 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 20.9% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 1 HCM 2010 TWSC Future North AM 1: CR21 &CR20 10/03/2017 Intersection Int Delay, slveh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1 4 4 Traffic Vol, veh/h 0 56 4 6 35 0 7 0 8 0 2 Future Vol, yell/1h 0 56 4 6 35 0 7 0 8 0 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - None - None Storage Length INN Veh in Median Storage, # - 0 0 0 0 Grade, 970 0 0 r 0 Peak Hour Factor 25 70 25 50 75 25 50 25 50 25 25 50 Heavy Vehicles, % 0 5 100 67 0 33 72 0 50 0 0 11 Mvmt Flow 0 80 16 12 47 0 14 0 16 0 4 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 0 0 96 0 0 161 159 88 167 167 47 Stage 1 en - 88 88 - 71 71 Stage 2 ✓ - 73 71 96 96 Critical Hdwy - 4.77 - 7.82 6.5 6.7 7.1 6.5 6.31 Critical Hdwy Stg 1 - 6.82 5.5 - 6.1 5.5 Critical Hdwy Stg 2 6.82 5.5 6.1 5.5 Follow-up Hdwy IMP - 2.803 - 4.148 4 3.75 3.5 4 3.399 Pot Cap -1 Maneuver 0 - 1174 0 670 737 853 802 729 997 Stage 1 0 0 772 826 - 944 840 Stage 2 0 - r 0 788 840 916 819 Platoon blocked, % Mov Cap -1 Maneuver - 1174 662 730 853 781 722 997 Mov Cap -2 Maneuver - r r - 662 730 - 781 722 r Stage 1 - 772 826 - 944 832 Stage 2 r r - 777 832 - 899 819 Approach EB WB NB SB HCM Control Delay, s 0 1.7 10 8.6 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT SBLnl Capacity (veh/h) 752 r 1174 - 997 HCM Lane WC Ratio 0.04 - 0.01 - 0.004 HCM Control Delay (s) 10 - 8.1 9 8.6 HCM Lane LOS B A A A HCM 95th %tile Q(veh) 0.1 0 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 2 Lanes, Volumes, Timings 2: CR 21 & Drwy North Future North AM 10/03/2017 —IP• 'tar t „fr \••• Lane Group EBL EBT EBR. WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. Ts) 4 Traffic Volume (vph) 0 0 0 0 0 0 0 15 0 7 8 0 Future Volume (vph) 0 0 0 0 0 0 0 15 0 7 8 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt Flt Protected 0.977 Satd. Flow (prot) 0 1863 0 0 1863 0 0 1188 0 0 1262 0 Flt Permitted 0.977 Satd. Flow (perm) 0 1863 0 0 1863 0 0 1188 0 0 1262 Link Speed (mph) 30 30 30 30 Link Distance (ft) 83 88 134 943 Travel Time (s) 1.9 2.0 3.0 21.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 60% 2% 100% 0% 2% Adj. Flow (vph) 0 0 0 0 0 0 0 16 0 8 9 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 0 0 0 16 0 0 17 0 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 10.0% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 3 HCM 2010 TWSC Future North AM 2: CR 21 & Drwy North 10/03/2017 Intersection Int Delay, slveh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4+ 1 4 Traffic Vol, veh/h 0 0 0 0 0 0 0 15 0 7 Future Vol, vehlh 0 0 0 0 0 0 0 15 0 7 8 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 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, # - 0 0 0 0 Grade, 970 0 0 - 0 Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 60 2 100 0 2 Mvmt Flow 0 0 0 0 0 0 0 16 0 8 9 0 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 40 40 9 40 40 16 0 0 16 0 0 Stage 1 24 24 - 16 16 Stage 2 16 16 - 24 24 Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 - 5.1 Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 IIEF Critical Hdwy Stg 2 612 5.52 - 6.12 5.52 Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 - 3.1 Pot Cap -1 Maneuver 964 852 1073 964 852 1063 0 - 1143 0 Stage 1 994 875 - 1004 882 0 - 0 Stage 2 1004 882 - 994 875 0 IN - 0 Platoon blocked, % Mov Cap -1 Maneuver 959 846 1073 959 846 1063 - 1143 Mov Cap -2 Maneuver 959 846 - 959 846 Stage 1 994 869 - 1004 882 MEI Stage 2 1004 882 - 987 869 - - Approach EB WB NB SB HCM Control Delay, s 0 0 0 3.8 HCM LOS A A Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBL SBT Capacity (veh/h) - - - - 1143 HCM Lane WC Ratio - - - - 0.007 HCM Control Delay (s) - - 0 0 8.2 HCM Lane LOS - - A A A A HCM 95th %tile CQ(veh) - - - 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 4 Lanes, Volumes, Timings 8:CR21&CR18 Future North AM 10/03/2017 esikir ak- t dfr \in Lane Group EBL EBT EBR. WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 4 3 0 11 12 0 2 3 3 2 3 Future Volume (vph) 1 4 3 0 11 12 0 2 3 3 2 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.942 0.935 0.932 0.953 Flt Protected 0.996 0.983 Satd. Flow (prot) 0 1783 0 0 1214 0 0 1251 0 0 1780 0 Flt Permitted 0.996 0.983 Satd. Flow (perm) 0 1783 0 0 1214 0 0 1251 0 0 1780 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1097 349 686 134 Travel Time (s) 24.9 7.9 15.6 3.0 Peak Hour Factor 0.75 0.58 0.50 0.25 0.65 0.75 0.25 0.25 0.38 0.38 0.28 0.38 Heavy Vehicles (%) 0% 0% 0% 0% 27% 67% 0% 50% 33% 0% 0% 0% Adj. Flow (vph) 1 7 6 0 17 16 0 8 8 8 7 8 Shared Lane Traffic (%) Lane Group Flow (vph) 0 14 0 0 33 0 0 16 0 0 23 0 Enter Blocked Intersection 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 5 HCM 2010 TWSC Future North AM 8:CR21&CR18 10/03/2017 Intersection Int Delay, slveh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4* 4 4* 4 Traffic Vol, veh/h 1 4 3 0 11 12 0 2 3 3 2 Future Vol, yell/1h 1 4 3 0 11 12 0 2 3 3 2 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None None iMp - None Storage Length Veh in Median Storage, # - 0 0 0 0 Grade, 970 0 P PM 0 0 ✓ 0 Peak Hour Factor 75 58 50 25 65 75 25 25 38 38 28 38 Heavy Vehicles, % 0 0 0 0 27 67 0 50 33 0 0 0 Mvmt Flow 1 7 6 0 17 16 0 8 8 8 7 8 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 33 0 0 13 0 0 45 46 10 46 41 25 Stage 1 en - 13 13 - 25 25 Stage 2 - 32 33 - 21 16 Critical Hdwy 4.1 - 4.1 r 7.1 7 6.53 7.1 6.5 6.2 Critical Hdwy Stg 1 - 6.1 6 - 6.1 5.5 Critical Hdwy Stg 2 - 6.1 6 - 6.1 5.5 Follow-up Hdwy 2.2 - 2.2 - 3.5 4.45 3.597 3.5 4 3.3 Pot Cap -1 Maneuver 1592 - 1619 - 962 761 988 961 855 1057 Stage 1 r - 1013 798 - 998 878 Stage 2 r 990 781 - 1003 886 Platoon blocked, % Mov Cap -1 Maneuver 1592 - 1619 948 760 988 945 854 1057 Mov Cap -2 Maneuver ✓ r - 948 760 - 945 854 r Stage 1 - 1012 797 - 997 878 Stage 2 ✓ r - 975 781 - 984 885 Approach EB WB NB SB HCM Control Delay, s c .7 0 92 8.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn 1 Capacity (veh/h) 858 1592 169, - 948 HCM Lane WC Ratio 0.019 0.001 - 0.024 HCM Control Delay (s) 9.3 7.3 0 c - 8.9 HCM Lane LOS A A A A A HCM 95th %tile Q(veh) 0.1 0 0.1 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 6 Lanes, Volumes, Timings Future North AM 4: CR 18&DrwySouth 10/03/2017 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 0 15 13 0 0 7 Future Volume (vph) 0 15 13 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.865 Flt Protected Satd. Flow (prot) 0 1357 1462 0 822 0 Flt Permitted Satd. Flow (perm) 0 1357 1462 0 822 Link Speed (mph) 30 30 30 Link Distance (ft) 349 827 130 Travel Time (s) 7.9 18.8 3.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 2% 40% 30% 2% 2% 100% Adj. Flow (vph) 0 16 14 0 0 8 Shared Lane Traffic (%) Lane Group Flow (vph) 0 16 14 0 8 0 Enter Blocked Intersection No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 7 HCM 2010 TWSC Future North AM 4: CR 18 & Drwy South 10/03/2017 Intersection Int Delay, slveh 1.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 tip te Traffic Vol, veh/h 0 15 13 0 0 7 Future Vol, yell/1h 0 15 13 0 0 7 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 0 Veh in Median Storage, # - 0 0 0 Grade, 970 0 0 - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 40 30 2 2 100 Mvmt Flow 0 16 14 0 0 8 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 14 0 0 30 14 Stage 1 e n - 14 Stage 2 - 16 - Critical Hdwy 4.12 - 6.42 7.2 Critical Hdwy Stg 1 - 5.42 Critical Hdwy Stg 2 - 5.42 Follow-up Hdwy 2.218 - 3.518 4.2 Pot Cap -1 Maneuver 1604 - 984 840 Stage 1 - 1009 Stage 2 1007 Platoon blocked, % Mov Cap -1 Maneuver 1604 - 984 840 Mov Cap -2 Maneuver - 984 Stage 1 e n - 1009 Stage 2 1007 ins Approach EB WB SB HCM Control Delay, s 0 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 1 Capacity (veh/h) 1604 - 840 HCM Lane WC Ratio - 0.009 HCM Control Delay (s) - 9.3 HCM Lane LOS A A HCM 95th %tile Q(veh) 0 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 8 Lanes, Volumes, Timings Future North AM 5: DR 23 & CR 18 10/03/2017 —be 'ter ifra Lane Group EBT EBR WBL WET NBL NBR Lane Configurations ti) 4 ve Traffic Volume (vph) 3 9 31 7 2 16 Future Volume (vph) 3 9 31 7 2 16 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.910 0.883 Flt Protected 0.965 0.994 Satd. Flow (prot) 1461 0 0 1309 1122 0 Flt Permitted 0.965 0.994 Satd. Flow (perm) 1461 0 0 1309 1122 Link Speed (mph) 30 30 55 Link Distance (ft) 827 691 480 Travel Time (s) 18.8 15.7 6.0 Peak Hour Factor 0.50 0.75 0.86 0.55 0.75 0.80 Heavy Vehicles (%) 33% 11% 39% 43% 0% 56% Adj. Flow (vph) 6 12 36 13 3 20 Shared Lane Traffic (%) Lane Group Flow (vph) 18 0 0 49 23 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right. Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 18.8% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 9 HCM 2010 TWSC Future North AM 5: DR23&CR 18 10/03/2017 Intersection Int Delay, slveh 54 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 4 vie Traffic Vol, veh/h 3 9 31 7 2 16 Future Vol, yell/1h 3 9 31 7 2 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 0 Veh in Median Storage, # 0 0 Grade, % 0 0 0 Peak Hour Factor 50 75 86 55 75 80 Heavy Vehicles, % 33 11 39 43 0 56 Mvmt Flow 6 12 36 13 3 20 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 18 0 97 12 Stage 1 en - 12 Stage 2 - 85 Critical Hdwy - 4.49 - 6.4 6.76 Critical Hdwy Stg 1 PIO - 5.4 Critical Hdwy Stg 2 - 5.4 Follow-up Hdwy - 2.551 - 3.5 3.804 Pot Cap -1 Maneuver - 1389 - 907 931 Stage 1 - 1016 Stage 2 - 943 Platoon blocked, % Mov Cap -1 Maneuver 1389 - 883 931 Mov Cap -2 Maneuver - 883 Stage 1 - 1016 Stage 2 918 - Approach EB WB NB HCM Control Delay, s 0 5.7 9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 925 - 1389 HCM Lane WC Ratio 0.025 - 0.026 HCM Control Delay (s) - 7.7 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.1 - 0.1 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 10 Lanes, Volumes, Timings Future North PM 1: CR21 &CR20 10/03/2017 —Fr esvir c k° 141\ t tfr \IN Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations or+ 4 4+ Traffic Volume (vph) 2 39 13 8 37 0 4 1 10 4 0 0 Future Volume (vph) 2 39 13 8 37 0 4 1 10 4 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.960 0.930 Flt Protected 0.998 0.990 0.984 0.950 Satd. Flow (prot) 0 1594 0 0 1650 0 0 1100 0 0 1805 0 Flt Permitted 0.998 0.990 0.984 0.950 Satd. Flow (perm) 0 1594 0 0 1650 0 0 1100 0 0 1805 0 Link Speed (mph) 55 55 30 30 Link Distance (ft) 997 996 943 66 Travel Time (s) 12.4 12.3 21.4 1.5 Peak Hour Factor 0.75 0.77 0.56 0.63 0.71 0.25 0.50 0.25 0.75 0.50 0.25 0.50 Heavy Vehicles (%) 50% 5% 30% 50% 5% 0% 100% 0% 50% 0% 0% 0% Adj. Flow (vph) 3 51 23 13 52 0 8 4 13 8 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 77 0 0 65 0 0 25 0 0 8 0 Enter Blocked Intersection 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 15.5% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 1 HCM 2010 TWSC Future North PM 1: CR21 &CR20 10/03/2017 Intersection Int Delay, slveh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1 4 4 Traffic Vol, veh/h 2 39 13 8 37 4 1 10 4 Future Vol, yell/1h 2 39 13 8 37 0 4 1 10 4 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 9 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length INN INII Veh in Median Storage, # - 0 9 0 0 Grade, 970 0 0 r 0 Peak Hour Factor 75 77 56 63 71 25 50 25 75 50 25 50 Heavy Vehicles, % 50 5 30 50 5 0 100 0 50 0 0 0 Mvmt Flow 3 51 23 13 52 0 8 4 13 8 9 Major/Minor Majorl l 'lajor2 Minor1 Minor2 Conflicting Flow All 52 0 0 74 0 0 146 146 62 154 157 52 Stage 1 es - 68 68 - 78 78 Stage 2 r - 78 78 - 76 79 Critical Hdwy 4.6 - 4.6 - 8.1 6.5 6.7 7.1 6.5 6.2 Critical Hdwy Stg 1 - 7.1 5.5 - 6.1 5.5 Critical Hdwy Stg 2 7.1 5.5 6.1 5.5 Follow-up Hdwy 2.65 - 2.65 - 4.4 4 3.75 3.5 4 3.3 Pot Cap -1 Maneuver 1296 - 1270 0 643 749 883 817 739 1021 Stage 1 r 0 746 842 936 834 Stage 2 ✓ - r 0 735 834 938 833 Platoon blocked, % Mov Cap -1 Maneuver 1296 - 1270 637 739 883 793 729 1021 Mov Cap -2 Maneuver - 637 739 - 793 729 Stage 1 - 745 840 - 934 825 Stage 2 r - 727 825 - 918 831 Approach EB WB NB SB HCM Control Delay, s 0.3 1.5 9.9 9.6 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT SBLn1 Capacity (veh/h) 766 1296 - 1270 - 793 HCM Lane WC Ratio 0.033 0.002 - 0.01 - 0.01 HCM Control Delay (s) 9.9 7.8 7.9 0 9.6 HCM Lane LOS A A A A A HCM 95th %tile Q(veh) 0.1 0 0 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 2 Lanes, Volumes, Timings 2: CR 21 & Drwy North Future North PM 10/03/2017 —IP• 'tar t „fr \••• Lane Group EBL EBT EBR. WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. Ts) 4 Traffic Volume (vph) 0 0 0 0 0 0 0 13 0 7 3 0 Future Volume (vph) 0 0 0 0 0 0 0 13 0 7 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt Flt Protected 0.965 Satd. Flow (prot) 0 1863 0 0 1863 0 0 1118 0 0 1062 0 Flt Permitted 0.965 Satd. Flow (perm) 0 1863 0 0 1863 0 0 1118 0 0 1062 Link Speed (mph) 30 30 30 30 Link Distance (ft) 83 88 134 943 Travel Time (s) 1.9 2.0 3.0 21.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 70% 2% 100% 0% 2% Adj. Flow (vph) 0 0 0 0 0 0 0 14 0 8 3 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 0 0 0 14 0 0 11 0 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 9.6% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 3 HCM 2010 TWSC Future North PM 2: CR 21 & Drwy North 10/03/2017 Intersection Int Delay, slveh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4+ 1 4 Traffic Vol, veh/h 0 0 0 0 0 0 0 13 0 7 3 Future Vol, yell/1h 0 0 0 0 0 0 0 13 0 7 3 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 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, # - 0 0 0 0 Grade, 970 0 r 0 0 Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 70 2 100 0 2 Mvmt Flow 0 0 0 0 0 0 0 14 0 8 0 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 32 32 3 32 32 14 0 0 14 0 0 Stage 1 18 18 - 14 14 Stage 2 14 14 - 18 18 Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 - 5.1 Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 IIEF Critical Hdwy Stg 2 612 5.52 - 6.12 5.52 Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 - 3.1 Pot Cap -1 Maneuver 976 861 1081 976 861 1066 0 - 1145 0 Stage 1 1001 880 - 1006 884 0 r r 0 Stage 2 1006 884 - 1001 880 0 IN 0 Platoon blocked, % Mov Cap -1 Maneuver 971 855 1081 971 855 1066 - 1145 Mov Cap -2 Maneuver 971 855 - 971 855 - r r r Stage 1 1001 874 - 1006 884 Stage 2 1006 884 - 994 874 r - r r Approach EB WB NB SB HCM Control Delay, s 0 0 0 5.7 HCM LOS A A Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBL SBT Capacity (veh/h) 1145 HCM Lane WC Ratio - 0.007 HCM Control Delay (s) 0 0 8.2 HCM Lane LOS A A A A HCM 95th %tile Q(veh) 11.1 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 4 Lanes, Volumes, Timings 8:CR21&CR18 Future North PM 10/03/2017 eNir c k° 141\ t tfr Lane Group EBL EBT EBR. WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4+ 4+ Traffic Volume (vph) 2 11 1 3 7 10 1 1 3 1 1 1 Future Volume (vph) 2 11 1 3 7 10 1 1 3 1 1 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.982 0.947 0.917 0.981 Flt Protected 0.987 0.991 0.985 0.972 Satd. Flow (prot) 0 1551 0 0 1297 0 0 1220 0 0 1812 0 Flt Permitted 0.987 0.991 0.985 0.972 Satd. Flow (perm) 0 1551 0 0 1297 0 0 1220 0 0 1812 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1097 349 686 134 Travel Time (s) 24.9 7.9 15.6 3.0 Peak Hour Factor 0.25 0.60 0.25 0.50 0.50 0.75 0.25 0.75 0.38 0.25 0.50 0.80 Heavy Vehicles (%) 50% 9% 0% 33% 0% 80% 0% 0% 66% 0% 0% 0% Adj. Flow (vph) 8 18 4 6 14 13 4 1 8 4 2 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 30 0 0 33 0 0 13 0 0 7 0 Enter Blocked Intersection 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 5 HCM 2010 TWSC Future North PM 8:CR21&CR18 10/03/2017 Intersection Int Delay, slveh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 S S Traffic Vol, veh/h 2 11 1 3 7 10 1 1 3 1 1 1 Future Vol, yell/1h 2 11 1 3 7 10 1 1 3 1 1 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length INN INII Veh in Median Storage, # - 0 0 0 0 Grade, 970 0 0 0 Peak Hour Factor 25 60 25 50 50 75 25 75 38 25 50 80 Heavy Vehicles, % 50 9 0 33 0 80 0 0 66 0 0 0 Mvmt Flow 8 18 4 6 14 13 4 1 8 4 2 1 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 27 0 0 22 0 0 70 75 20 74 71 21 Stage 1 - 36 36 - 33 33 Stage 2 - 34 39 - 41 38 Critical Hdwy 4.6 4.43 - - 7.1 6.5 6.86 7.1 6.5 6.2 Critical Hdwy Stg 1 - 6.1 5.5 - 6.1 5.5 Critical Hdwy Stg 2 - 6.1 5.5 - 6.1 5.5 Follow-up Hdwy 2.65 - 2.497 - 3.5 4 3.894 3.5 4 3.3 Pot Cap -1 Maneuver 1326 - 1414 - 927 819 900 921 823 1062 Stage 1 r 985 869 - 988 872 UV Stage 2 - - 987 866 - 979 867 - Platoon blocked, % Mov Cap -1 Maneuver 1326 - 1414 917 811 900 905 815 1062 Mov Cap -2 Maneuver - 917 811 - 905 815 - Stage 1 - 979 864 - 982 869 Stage 2 - 980 863 - 963 862 Approach EB WB NB SB HCM Control Delay, s 2 1.4 9:1 9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn 1 Capacity (veh/h) 895 1326 - 1414 - 901 HCM Lane WC Ratio 0.015 0.006 - 0.004 - 0.008 HCM Control Delay (s) 9.1 7.7 0 7.6 0 9 HCM Lane LOS A A A A A A HCM 95th %tile Q(veh) 0 0 0 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 6 Lanes, Volumes, Timings Future North PM 4: CR 18&DrwySouth 10/03/2017 4%, \irp Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations 4 to) Iter Traffic Volume (vph) 0 29 19 0 0 7 Future Volume (vph) 0 29 19 0 0 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 too 1.00 1.00 Frt 0.865 Flt Protected Satd. Flow (prot) 0 1863 1863 0 822 0 Flt Permitted Satd. Flow (perm) 0 1863 1863 0 822 Link Speed (mph) 30 30 30 Link Distance (ft) 349 827 130 Travel Time (s) 7.9 18.8 3.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 2% 2% 2% 2% 2% 100% Adj. Flow (vph) 0 32 21 0 0 8 Shared Lane Traffic (%) Lane Group Flow (vph) 0 32 21 0 8 0 Enter Blocked Intersection No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 7 HCM 2010 TWSC Future North PM 4: CR 18 & Drwy South 10/03/2017 Intersection Int Delay, slveh 1.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 ta) te Traffic Vol, veh/h 0 29 19 0 0 7 Future Vol, yell/1h 0 29 19 0 0 7 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # - 0 0 0 Grade, 970 0 0 - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 100 Mvmt Flow 0 32 21 0 0 8 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 21 0 0 53 21 Stage 1 en - 21 Stage 2 32 Critical Hdwy 4.12 - 5.42 7.2 Critical Hdwy Stg 1 - 5.42 Critical Hdwy Stg 2 - 5.42 Follow-up Hdwy 2.218 - 3.518 4.2 Pot Cap -1 Maneuver 1595 - 955 832 Stage 1 r - 1002 Stage 2 r 991 Platoon blocked, % Mov Cap -1 Maneuver 1595 - 955 832 Mov Cap -2 Maneuver - 955 Stage 1 - 1002 Stage 2 - 991 Approach EB WB SB HCM Control Delay, s 0 0 9.4 HCM LOS A Minor Lane/Major Mvmt EBL EBT •WBT WBRSBLn1 Capacity (veh/h) 1595 - 832 HCM Lane WC Ratio - 0.009 HCM Control Delay (s) - 9.4 HCM Lane LOS A A HCM 95th %tile Q(veh) 0 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 8 Lanes, Volumes, Timings Future North PM 5: CR 23 & CR 18 10/03/2017 sibe 'sr EIN itfr Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations 4 te Traffic Volume (vph) 7 3 28 13 9 20 Future Volume (vph) 7 3 28 13 9 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.942 0.926 Flt Protected 0.966 0.978 Satd. Flow (prot) 1313 0 0 1677 1598 0 Flt Permitted 0.966 0.978 Satd. Flow (perm) 1313 0 0 1677 1598 Link Speed (mph) 30 30 55 Link Distance (ft) 827 691 480 Travel Time (s) 18.8 15.7 6.0 Peak Hour Factor 0.88 0.50 0.65 0.70 0.50 0.92 Heavy Vehicles (%) 14% 66% 7% 15% 11% 5% Adj. Flow (vph) 8 6 43 19 18 22 Shared Lane Traffic (%) Lane Group Flow (vph) 14 0 0 62 40 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 18.9% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 9 HCM 2010 TWSC Future North PM 5: CR23&CR 18 10/03/2017 Intersection Int Delay, slveh 5.8 Movement EBT EBR WBL WBT NEL NBR Lane Configurations 4 igre Traffic Vol, veh/h 7 3 28 13 9 20 Future Vol, vehlh 7 3 28 13 9 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 0 Veh in Median Storage, # 0 0 Grade, % 0 0 0 Peak Hour Factor 88 50 65 70 50 92 Heavy Vehicles, % 14 66 7 15 11 5 Mvmt Flow 8 6 43 19 18 22 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 14 0 116 11 Stage 1 en - 11 Stage 2 - 105 Critical Hdwy - 4.17 - 6.51 6.25 Critical Hdwy Stg 1 PIO - 5.51 Critical Hdwy Stg 2 - 5.51 Follow-up Hdwy - 2.263 - 3.599 3.345 Pot Cap -1 Maneuver - 1572 - 859 1061 Stage 1 r - 989 Stage 2 897 Platoon blocked, % Mov Cap -1 Maneuver 1572 - 835 1061 Mov Cap -2 Maneuver - 835 Stage 1 - 989 Stage 2 - 872 - Approach EB WB NB HCM Control Delay, s 0 5.1 9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 945 - 1572 HCM Lane WC Ratio 0.042 - 0.027 HCM Control Delay (s) - 7.4 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.1 - 0.1 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 10 APPENDIX E Synchro Results Background Traffic + West Trip Distribution Lanes, Volumes, Timings Future West AM 1: CR 21 & CR 20 10/03/2017 %vat k• 14\ t tfr Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4) Traffic Volume (vph) 0 56 0 2 35 0 3 0 4 0 0 2 Future Volume (vph) 0 56 0 2 35 0 3 0 4 0 0 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.923 0.865 Flt Protected 0.996 0.979 Satd. Flow (prot) 0 1810 0 0 1598 0 0 1504 0 0 1481 0 Flt Permitted 0.996 0.979 Satd. Flow (perm) 0 1810 0 0 1598 0 0 1504 0 0 1481 0 Link Speed (mph) 55 55 30 30 Link Distance (ft) 997 996 943 66 Travel Time (s) 12.4 12.3 21.4 1.5 Peak Hour Factor 0.25 0.70 0.25 0.50 0.75 0.25 0.50 0.25 0.50 0.25 0.25 0.50 Heavy Vehicles (%) 0% 5% 0% 0% 20% 0% 33% 0% 0% 0% 0% 11% Adj. Flow (vph) 0 80 0 4 47 0 6 0 8 0 0 4 Shared Lane Traffic (%) Lane Group Flow (vph) 0 80 0 0 51 0 0 14 0 0 4 0 Enter Blocked Intersection 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.5% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 1 HCM 2010 TWSC Future West AM 1: CR21 &CR20 10/03/2017 Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations T 4 4 Traffic Vol, veh/h 0 56 0 2 35 0 3 0 4 0 2 Future Vol, veh/h 0 56 0 2 35 0 3 0 4 0 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - - None - None Storage Length Veh in Median Storage, # - 0 0 0 0 Grade, 970 0 0 r 0 Peak Hour Factor 25 70 25 50 75 25 50 25 50 25 25 50 Heavy Vehicles, % 0 5 0 0 20 0 33 0 0 0 0 11 Mvmt Flow 0 80 0 4 47 0 6 0 8 0 4 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 0 0 80 0 0 137 135 80 139 135 47 Stage 1 en - 80 80 - 55 55 Stage 2 - 57 55 84 80 Critical Hdwy - 4.1 7.43 6.5 6.2 7.1 6.5 6.31 Critical Hdwy Stg 1 - 6.43 5.5 - 6.1 5.5 Critical Hdwy Stg 2 - 6.43 5.5 - 6.1 5.5 Follow-up Hdwy IMP - 2.2 WO - 3.797 4 3.3 3.5 4 3.399 Pot Cap -1 Maneuver 0 - 1531 0 767 760 986 836 760 997 Stage 1 0 0 857 832 962 853 Stage 2 0 - 0 882 853 929 832 Platoon blocked, % Mov Cap -1 Maneuver - 1531 762 758 986 827 758 997 Mov Cap -2 Maneuver - - 762 758 - 827 758 r Stage 1 - 857 832 - 962 850 Stage 2 dmi - 876 850 - 921 832 Approach EB WB NB SB HCM Control Delay, s 0 0.6 9.2 8.6 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT SBLn1 Capacity (veh/h) 876 - 1531 - 997 HCM Lane V/C Ratio 0.016 - 0.003 - 0.004 HCM Control Delay (s) 9.2 - 7.4 0 8.6 HCM Lane LOS A A A A HCM 95th %tile Q(veh) 0 0 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 2 Lanes, Volumes, Timings 2: CR 21 & Drwy North Future West AM 10/03/2017 —IP• 'tar t ‘440. Lane Group EBL EBT EBR. WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. Ts) 4 Traffic Volume (vph) 0 0 0 0 0 0 0 8 7 0 8 0 Future Volume (vph) 0 0 0 0 0 0 0 8 7 0 8 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.936 Flt Protected Satd. Flow (prot) 0 1863 0 0 1863 0 0 1109 0 0 1900 0 Flt Permitted Satd. Flow (perm) 0 1863 0 0 1863 0 0 1109 0 0 1900 Link Speed (mph) 30 30 30 30 Link Distance (ft) 83 88 134 943 Travel Time (s) 1.9 2.0 3.0 21.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 25% 100% 2% 0% 2% Adj. Flow (vph) 0 0 0 0 0 0 0 9 8 0 9 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 0 0 0 17 0 0 9 0 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 3 HCM 2010 TWSC Future West AM 2: CR 21 & Drwy North 10/03/2017 Intersection Int Delay, slveh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4+ 1 4 Traffic Vol, veh/h 0 0 0 0 0 0 0 8 7 0 Future Vol, vehlh 0 0 0 0 0 0 0 8 7 0 8 C Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 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, # - 0 0 0 0 Grade, 970 0 0 0 0 Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 25 100 2 0 2 Mvmt Flow 0 0 0 0 0 0 0 9 8 0 9 0 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 22 25 9 22 22 13 0 0 16 0 0 Stage 1 9 9 - 13 13 Stage 2 13 16 9 9 Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 - - 4.12 Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 Critical Hdwy Stg 2 612 5.52 - 6.12 5.52 Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 - 2.218 Pot Cap -1 Maneuver 990 868 1073 990 872 1067 0 - 1602 0 Stage 1 1012 888 - 1007 885 0 0 Stage 2 1007 882 - 1012 888 0 - 0 Platoon blocked, % Mov Capp -1 Maneuver 990 868 1073 990 872 1067 - 1602 Mov Cap -2 Maneuver 990 868 - 990 872 - - Stage 1 1012 888 - 1007 885 Stage 2 1007 882 - 1012 888 - - - Approach EB WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBL SBT Capacity (veh/h) - - - - 1602 HCM Lane WC Ratio 1.1 HCM Control Delay (s) - - 0 C 0 HCM Lane LOS - - A A A HCM 95th %tile CQ(veh) - - - - 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 4 Lanes, Volumes, Timings 8:CR21&CR18 Future West AM 10/03/2017 %IP* kis. 14\ t tfr Lane Group EBL EBT EBR. WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 Traffic Volume (vph) 8 4 3 0 18 5 0 2 3 3 2 3 Future Volume (vph) 8 4 3 0 18 5 0 2 3 3 2 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.966 0.973 0.932 0.953 Flt Protected 0.978 0.983 Satd. Flow (prot) 0 1279 0 0 1242 0 0 1251 0 0 1780 0 Flt Permitted 0.978 0.983 Satd. Flow (perm) 0 1279 0 0 1242 0 1251 0 1780 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1097 349 686 134 Travel Time (s) 24.9 7.9 15.6 3.0 Peak Hour Factor 0.75 0.58 0.50 0.25 0.65 0.75 0.25 0.25 0.38 0.38 0.28 0.38 Heavy Vehicles (%) 88% 0% 0% 0% 56% 20% 0% 50% 33% 0% 0% 0% Adj. Flow (vph) 11 7 6 0 28 7 0 8 8 8 7 8 Shared Lane Traffic (%) Lane Group Flow (vph) 0 24 0 0 35 0 0 16 0 0 23 0 Enter Blocked Intersection 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 17.5% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 5 HCM 2010 TWSC Future West AM 8:CR21&CR18 10/03/2017 Intersection Int Delay, slveh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4* 4 4* 4 Traffic Vol, veh/h 8 4 3 0 18 5 0 2 3 3 2 Future V0l, yell/1h 8 4 3 0 18 5 0 2 3 3 2 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None None iMp - None Storage Length Veh in Median Storage, # - 0 0 0 0 Grade, 970 0 P PM 0 0 - 0 Peak Hour Factor 75 58 50 25 65 75 25 25 38 38 28 38 Heavy Vehicles, % 88 0 0 0 56 20 0 50 33 0 0 0 Mvmt Flow 11 7 6 0 28 7 0 8 8 8 7 8 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 34 0 0 13 0 0 70 65 10 70 65 31 Stage 1 ea - 31 31 - 31 31 Stage 2 - 39 34 - 39 34 Critical Hdwy 4.98 - 4.1 - 7.1 7 6.53 7.1 6.5 6.2 Critical Hdwy Stg 1 - 6.1 6 - 6.1 5.5 Critical Hdwy Stg 2 - 6.1 6 - 6.1 5.5 Follow-up Hdwy 2.992 - Z2 - 35 4.45 3.597 3.5 4 3.3 Pot Cap -1 Maneuver 1164 - 1619 a 927 742 988 927 830 1049 Stage 1 r - 991 783 - 991 873 Stage 2 r - - 981 781 - 981 871 r Platoon blocked, % Mov Cap -1 Maneuver 1164 - 1619 - 907 735 988 905 822 1049 Mov Cap -2 Maneuver - 907 735 - 905 822 Stage 1 - 981 775 - 981 873 Stage 2 - 966 781 - 953 862 Approach EB WB NB SB HCM Control Delay, s 3.7 0 94 9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 842 1164 1619 - 920 HCM Lane WC Ratio 0.019 0.009 - 0.025 HCM Control Delay (s) 9.4 8.1 0 0 9 HCM Lane LOS A A A A A HCM 95th %tile Q(veh) 0.1 0 - 0.1 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 6 Lanes, Volumes, Timings Future West AM 4: CR 18&DrwySouth 10/03/2017 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 0 15 13 0 0 7 Future Volume (vph) 0 15 13 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.865 Flt Protected Satd. Flow (prot) 0 1357 1462 0 822 0 Flt Permitted Satd. Flow (perm) 0 1357 1462 0 822 Link Speed (mph) 30 30 30 Link Distance (ft) 349 827 130 Travel Time (s) 7.9 18.8 3.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 2% 40% 30% 2% 2% 100% Adj. Flow (vph) 0 16 14 0 0 8 Shared Lane Traffic (%) Lane Group Flow (vph) 0 16 14 0 8 0 Enter Blocked Intersection No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 7 HCM 2010 TWSC Future West AM 4: CR 18 & Drwy South 10/03/2017 Intersection Int Delay, slveh 1.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 tip te Traffic Vol, veh/h 0 15 13 0 0 7 Future Vol, yell/1h 0 15 13 0 0 7 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 0 Veh in Median Storage, # - 0 0 0 Grade, 970 0 0 - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 40 30 2 2 100 Mvmt Flow 0 16 14 0 0 8 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 14 0 0 30 14 Stage 1 en - 14 Stage 2 - 16 - Critical Hdwy 4.12 - 6.42 7.2 Critical Hdwy Stg 1 - 5.42 Critical Hdwy Stg 2 - 5.42 Follow-up Hdwy 2.218 - 3.518 4.2 Pot Cap -1 Maneuver 1604 - 984 840 Stage 1 - 1009 Stage 2 1007 Platoon blocked, % Mov Cap -1 Maneuver 1604 - 984 840 Mov Cap -2 Maneuver - 984 Stage 1 en - 1009 Stage 2 - 1007 ins Approach EB WB SB HCM Control Delay, s 0 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 1 Capacity (veh/h) 1604 - 840 HCM Lane WC Ratio - 0.009 HCM Control Delay (s) - 9.3 HCM Lane LOS A A HCM 95th %tile Q(veh) 0 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 8 Lanes, Volumes, Timings Future West AM 5: CR 23 & CR 18 10/03/2017 —be 'ter ifra Lane Group EBT EBR WBL WET NBL NBR Lane Configurations ti) 4 ve Traffic Volume (vph) 3 9 31 7 2 16 Future Volume (vph) 3 9 31 7 2 16 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.910 0.883 Flt Protected 0.965 0.994 Satd. Flow (prot) 1461 0 0 1309 1122 0 Flt Permitted 0.965 0.994 Satd. Flow (perm) 1461 0 0 1309 1122 Link Speed (mph) 30 30 55 Link Distance (ft) 827 691 480 Travel Time (s) 18.8 15.7 6.0 Peak Hour Factor 0.50 0.75 0.86 0.55 0.75 0.80 Heavy Vehicles (%) 33% 11% 39% 43% 0% 56% Adj. Flow (vph) 6 12 36 13 3 20 Shared Lane Traffic (%) Lane Group Flow (vph) 18 0 0 49 23 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right. Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 18.8% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 9 HCM 2010 TWSC Future West AM 5: CR23&CR 18 10/03/2017 Intersection Int Delay, slveh 54 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 4 vie Traffic Vol, veh/h 3 9 31 7 2 16 Future Vol, yell/1h 3 9 31 7 2 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 0 Veh in Median Storage, # 0 0 Grade, % 0 0 0 Peak Hour Factor 50 75 86 55 75 80 Heavy Vehicles, % 33 11 39 43 0 56 Mvmt Flow 6 12 36 13 3 20 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 18 0 97 12 Stage 1 en - 12 Stage 2 - 85 Critical Hdwy - 4.49 - 6.4 6.76 Critical Hdwy Stg 1 PIO - 5.4 Critical Hdwy Stg 2 - 5.4 Follow-up Hdwy - 2.551 - 3.5 3.804 Pot Cap -1 Maneuver - 1389 - 907 931 Stage 1 - 1016 Stage 2 - 943 Platoon blocked, % Mov Cap -1 Maneuver 1389 - 883 931 Mov Cap -2 Maneuver - 883 Stage 1 - 1016 Stage 2 918 - Approach EB WB NB HCM Control Delay, s 0 5.7 9 HCM LOS A Minor Lane/Major Mvmt NBLnl EBT EBR WBL WBT Capacity (veh/h) 925 - 1389 HCM Lane WC Ratio 0.025 - 0.026 HCM Control Delay (s) - 7.7 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.1 - 0.1 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 10 Lanes, Volumes, Timings Future West PM 1:CR21&CR20 10/03/2017 —IP• es* c 41— ka4\ t tfr \IN Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Volume (vph) 2 39 9 4 37 0 0 1 6 4 0 0 Future Volume (vph) 2 39 9 4 37 0 0 1 6 4 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.969 0.910 Flt Protected 0.998 0.995 0.950 Satd. Flow (prot) 0 1737 0 0 1809 0 0 1553 0 0 1805 0 Flt Permitted 0.998 0.995 0.950 Satd. Flow (perm) 0 1737 0 0 1809 0 0 1553 0 0 1805 0 Link Speed (mph) 55 55 30 30 Link Distance (ft) 997 996 943 66 Travel Time (s) 12.4 12.3 21.4 1.5 Peak Hour Factor 0.75 0.77 0.56 0.63 0.71 0.25 0.50 0.25 0.75 0.50 0.25 0.50 Heavy Vehicles (%) 50% 5% 0% 0% 5% 0% 0% 0% 17% 0% 0% 0% Adj. Flow (vph) 3 51 16 6 52 0 0 4 8 8 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 70 0 0 58 0 0 12 0 0 8 0 Enter Blocked Intersection 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.5% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 1 HCM 2010 TWSC Future West PM 1: CR21 &CR20 10/03/2017 Intersection Int Delay, slveh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1 4 S S Traffic Vol, veh/h 2 39 9 4 37 0 0 1 6 4 Future V0l, yell/1h 2 39 9 4 37 0 0 1 6 4 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length INN INII Veh in Median Storage, # - 0 0 0 0 Grade, 970 0 0 - 0 - Peak Hour Factor 75 77 56 63 71 25 50 25 75 50 25 50 Heavy Vehicles, % 50 5 0 0 5 0 0 0 17 0 0 0 Mvmt Flow 3 51 16 6 52 0 0 4 8 8 0 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 52 0 0 67 0 0 129 129 59 135 137 52 Stage 1 en - 64 64 - 65 65 Stage 2 r - 65 65 70 72 Critical Hdwy 4.6 - 4.1 ail - 7.1 6.5 6.37 7.1 6.5 6.2 Critical Hdwy Stg 1 - 6.1 5.5 - 6.1 5.5 Critical Hdwy Stg 2 - 6.1 5.5 6.1 5.5 Follow-up Hdwy 2.65 - 2.2 - 3.5 4 3.453 3.5 4 3.3 Pot Cap -1 Maneuver 1296 - 1547 0 849 765 966 841 758 1021 Stage 1 r 0 952 846 - 951 845 Stage 2 ✓ - 0 951 845 945 839 W Platoon blocked, % Mov Cap -1 Maneuver 1296 - 1547 845 760 966 827 753 1021 Mov Cap -2 Maneuver - 845 760 - 827 753 - Stage 1 - 950 844 - 949 842 Stage 2 - 947 842 931 837 Approach EB WB NB SB HCM Control Delay, s 0.3 0.8 9.1 9.4 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBTSBLn1 Capacity (veh/h) 886 1296 - 1547 - 827 HCM Lane WC Ratio 0.014 0.002 - 0.004 - 0.01 HCM Control Delay (s) 9.1 7.8 7.3 0 9.4 HCM Lane LOS A A A A A HCM 95th %tile Q(veh) 0 0 0 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 2 Lanes, Volumes, Timings 2: CR 21 & Drwy North Future West PM 10/03/2017 —IP• 'tar t ‘440. Lane Group EBL EBT EBR. WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. sr+ 4 Traffic Volume (vph) 0 0 0 0 0 0 0 6 7 0 3 0 Future Volume (vph) 0 0 0 0 0 0 0 6 7 0 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.928 Flt Protected Satd. Flow (prot) 0 1863 0 0 1863 0 0 1045 0 0 1900 0 Flt Permitted Satd. Flow (perm) 0 1863 0 0 1863 0 0 1 045 0 0 1900 Link Speed (mph) 30 30 30 30 Link Distance (ft) 83 88 134 943 Travel Time (s) 1.9 2.0 3.0 21.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 33% 100% 2% 0% 2% Adj. Flow (vph) 0 0 0 0 0 0 0 7 8 0 3 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 0 0 0 15 0 0 3 0 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 3 HCM 2010 TWSC Future West PM 2: CR 21 & Drwy North 10/03/2017 Intersection Int Delay, slveh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4+ 1 4 Traffic Vol, veh/h 0 0 0 0 0 0 0 6 7 0 3 Future Vol, yell/1h 0 0 0 0 0 0 0 6 7 0 3 C Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 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, # - 0 0 0 0 Grade, 970 0 ✓ 0 0 ✓ 0 Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 33 100 2 0 2 Mvmt Flow 0 0 0 0 0 0 0 7 8 0 3 0 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 13 17 3 13 13 10 0 0 14 0 0 Stage 1 3 3 - 10 10 Stage 2 10 14 3 3 Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 - 4.12 Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 IIMI Critical Hdwy Stg 2 612 5.52 - 6.12 5.52 Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 - 2.218 Pot Cap -1 Maneuver 1004 877 1081 1004 881 1071 0 - 1604 0 Stage 1 1020 893 - 1011 887 0 0 Stage 2 1011 884 - 1020 893 0 - lil hi 0 Platoon blocked, % Mov Capp -1 Maneuver 1004 877 1081 1004 881 1071 - 1604 Mov Cap -2 Maneuver 1004 877 - 1004 881 Stage 1 1020 893 - 1011 887 Stage 2 1011 884 - 1020 893 Approach EB WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBL SBT Capacity (veh/h) - - - - 1604 HCM Lane WC Ratio 1.1 HCM Control Delay (s) - - 0 0 0 HCM Lane LOS - - A A A HCM 95th %tile CQ(veh) - - - - 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 4 Lanes, Volumes, Timings 8:CR21&CR18 Future West PM 10/03/2017 s —IPs es* c k• 14\ t tfr \IN Lane Group EBL EBT EBR. WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4+ 4+ 4 4+ Traffic Volume (vph) 9 11 1 3 14 3 1 1 3 1 1 1 Future Volume (vph) 9 11 1 3 14 3 1 1 3 1 1 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.991 0.986 0.917 0.981 Flt Protected 0.970 0.992 0.985 0.972 Satd. Flow (prot) 0 1156 0 0 1277 0 0 1220 0 0 1812 0 Flt Permitted 0.970 0.992 0.985 0.972 Satd. Flow (perm) 0 1156 0 0 1277 0 1220 0 0 1812 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1097 349 686 134 Travel Time (s) 24.9 7.9 15.6 3.0 Peak Hour Factor 0.25 0.60 0.25 0.50 0.50 0.75 0.25 0.75 0.38 0.25 0.50 0.80 Heavy Vehicles (%) 89% 9% 0% 33% 50% 33% 0% 0% 66% 0% 0% 0% Adj. Flow (vph) 36 18 4 6 28 4 4 1 8 4 2 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 58 0 0 38 0 0 13 0 0 7 0 Enter Blocked Intersection 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 5 HCM 2010 TWSC Future West PM 8:CR21&CR18 10/03/2017 Intersection Int Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 S S Traffic Vol, veh/h 9 11 1 3 14 3 1 1 3 1 1 1 Future Vol, vehl/h 9 11 1 3 14 3 1 1 3 1 1 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length INN INII Veh in Median Storage, # - 0 0 0 0 Grade, 970 0 0 - 0 Peak Hour Factor 25 60 25 50 50 75 25 75 38 25 50 80 Heavy Vehicles, % 89 9 0 33 50 33 0 0 66 0 0 0 Mvmt Flow 36 18 4 6 28 4 4 1 8 4 2 1 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 32 0 0 22 0 0 136 136 20 139 136 30 Stage 1 - 92 92 - 42 42 Stage 2 r - 44 44 - 97 94 Critical Hdwy 4.99 - 4.43 - 7.1 6.5 6.86 7.1 6.5 6.2 Critical Hdwy Stg 1 PIO - 6.1 5.5 - 6.1 5.5 Critical Hdwy Stg 2 - 6.1 5.5 - 6.1 5.5 Follow-up Hdwy 3.001 - 2.497 - 3.5 4 3.894 3.5 4 3.3 Pot Cap -1 Maneuver 1163 - 1414 - 840 759 900 836 759 1050 Stage 1 - 920 823 - 978 864 Stage 2 .. - - - 975 862 - 914 821 Platoon blocked, % Mov Cap -1 Maneuver 1163 - 1414 - 815 733 900 805 733 1050 Mov Cap -2 Maneuver - 815 733 - 805 733 - Stage 1 - 891 797 - 948 861 Stage 2 - 968 859 - 876 796 Approach EB WB NB SB HCM Control Delay, s Si 1.2 9.3 9.5 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 1 Capacity (veh/h) 853 1163 - 1414 - 816 HCM Lane V/C Ratio 0.016 0.031 - 0.004 - 0.009 HCM Control Delay (s) 9.3 8.2 0 - 7.6 0 - 9.5 HCM Lane LOS A A A A A A HCM 95th %tile Q(veh) 0 0.1 0 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 6 Lanes, Volumes, Timings Future West PM 4: CR 18&DrwySouth 10/03/2017 4%, \irp Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations 4 Tib Traffic Volume (vph) 0 29 19 0 0 7 Future Volume (vph) 0 29 19 0 0 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.865 Flt Protected Satd. Flow (prot) 0 1863 1638 0 822 0 Flt Permitted Satd. Flow (perm) 0 1863 1638 0 822 0 Link Speed (mph) 30 30 30 Link Distance (ft) 349 827 130 Travel Time (s) 7.9 18.8 3.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 11% 2% 16% 2% 2% 100% Adj. Flow (vph) 0 32 21 0 0 8 Shared Lane Traffic (%) Lane Group Flow (vph) 0 32 21 0 8 0 Enter Blocked Intersection No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 7 HCM 2010 TWSC Future West PM 4: CR 18&DrwySouth 10/03/2017 Intersection Int Delay, slveh 1.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 ta) te Traffic Vol, veh/h 0 29 19 0 0 7 Future V0l, yell/1h 0 29 19 0 0 7 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # - 0 0 0 Grade, 970 0 0 - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 11 2 16 2 2 100 Mvmt Flow 0 32 21 0 0 8 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 21 0 0 53 21 Stage 1 en - 21 Stage 2 32 Critical Hdwy 4.21 r - - 6.42 7.2 Critical Hdwy Stg 1 PIO - 5.42 Critical Hdwy Stg 2 - 5.42 Follow-up Hdwy 2.299 - 3.518 4.2 Pot Cap -1 Maneuver 1538 - 955 832 Stage 1 - 1002 Stage 2 - 991 Platoon blocked, % Mov Cap -1 Maneuver 1538 - 955 832 Mov Cap -2 Maneuver - 955 Stage 1 - 1002 Stage 2 - 991 Approach EB WB SB HCM Control Delay, s 0 0 9.4 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 1 Capacity (veh/h) 1538 - 832 HCM Lane WC Ratio - 0.009 HCM Control Delay (s) - 9.4 HCM Lane LOS A A HCM 95th %tile Q(veh) 0 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 8 Lanes, Volumes, Timings Future West PM 5: CR 23 & CR 18 10/03/2017 sibe 'sr EIN itfr Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations 4 te Traffic Volume (vph) 7 3 28 13 9 20 Future Volume (vph) 7 3 28 13 9 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.942 0.926 Flt Protected 0.966 0.978 Satd. Flow (prot) 1313 0 0 1677 1598 0 Flt Permitted 0.966 0.978 Satd. Flow (perm) 1313 0 0 1677 1598 Link Speed (mph) 30 30 55 Link Distance (ft) 827 691 480 Travel Time (s) 18.8 15.7 6.0 Peak Hour Factor 0.88 0.50 0.65 0.70 0.50 0.92 Heavy Vehicles (%) 14% 66% 7% 15% 11% 5% Adj. Flow (vph) 8 6 43 19 18 22 Shared Lane Traffic (%) Lane Group Flow (vph) 14 0 0 62 40 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 18.9% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 9 HCM 2010 TWSC Future West PM 5: CR23&CR 18 10/03/2017 Intersection Int Delay, slveh 5.8 Movement EBT EBR WBL WBT NEL NBR Lane Configurations 4 igre Traffic Vol, veh/h 7 3 28 13 9 20 Future Vol, vehlh 7 3 28 13 9 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 0 Veh in Median Storage, # 0 0 Grade, % 0 0 0 Peak Hour Factor 88 50 65 70 50 92 Heavy Vehicles, % 14 66 7 15 11 5 Mvmt Flow 8 6 43 19 18 22 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 14 0 116 11 Stage 1 en - 11 Stage 2 - 105 Critical Hdwy - 4.17 - 6.51 6.25 Critical Hdwy Stg 1 PIO - 5.51 Critical Hdwy Stg 2 - 5.51 Follow-up Hdwy - 2.263 - 3.599 3.345 Pot Cap -1 Maneuver - 1572 - 859 1061 Stage 1 r - 989 Stage 2 897 Platoon blocked, % Mov Cap -1 Maneuver 1572 - 835 1061 Mov Cap -2 Maneuver - 835 Stage 1 - 989 Stage 2 - 872 - Approach EB WB NB HCM Control Delay, s 0 5.1 9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 945 - 1572 HCM Lane WC Ratio 0.042 - 0.027 HCM Control Delay (s) - 7.4 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.1 - 0.1 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 10 APPENDIX F Synchro Results Background Traffic + East Trip Distribution HCM Unsignalized Intersection Capacity Analysis Future East AM 1: CR 21 & CR 20 10/03/2017 IhP %IP* kis. 64\ t dfr It* Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ilt, 4 4. 4. Traffic Volume (veh/h) 0 56 0 2 35 0 3 0 4 0 0 2 Future Volume (Veh/h) 0 56 0 2 35 0 3 0 4 0 0 2 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.25 0.70 0.25 0.50 0.75 0.25 0.50 0.25 0.50 0.25 0.25 0.50 Hourly flow rate (vph) 0 80 0 4 47 0 6 0 8 0 0 4 Pedestrians Lane Width (ft) Walking Speed (Ns) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 47 80 139 135 80 143 135 47 vC 1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 47 80 139 135 80 143 135 47 tC, single (s) 4.1 4.3 7.1 6.5 6.2 7.1 6.5 6.3 tC, 2 stage (s) tF (s) 2.2 2.4 3.5 4.0 3.3 3.5 4.0 3.4 p0 queue free % 100 100 99 100 99 100 100 100 cM capacity (veh/h) 1573 1411 831 757 986 822 757 997 Direction, Lane # EB1 WB1 NB1 SR1 Volume Total 80 51 14 4 Volume Left 4 6 0 Volume Right 0 0 8 4 cSH 1700 1411 913 997 Volume to Capacity 0.05 0.00 0.02 0.00 queue Length 95th (ft) 0 0 1 0 Control Delay (s) 0.0 0.6 9.0 8.6 Lane LOS A A A Approach Delay (s) 0.0 0.6 9.0 8.6 Approach LOS A A Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 13.5% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 1 HCM 2010 TWSC Future East AM 1: CR21 &CR20 10/03/2017 Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations T 4 4 Traffic Vol, veh/h 0 56 0 2 35 0 3 0 4 0 2 Future Vol, veh/h 0 56 0 2 35 0 3 0 4 0 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - - None - None Storage Length Veh in Median Storage, # - 0 0 0 0 Grade, 970 0 0 - 0 Peak Hour Factor 25 70 25 50 75 25 50 25 50 25 25 50 Heavy Vehicles, % 0 5 0 20 0 33 0 0 0 0 0 11 Mvmt Flow 0 80 0 4 47 0 6 0 8 0 4 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 0 0 80 0 0 137 135 80 139 135 47 Stage 1 en - 80 80 - 55 55 Stage 2 - 57 55 84 80 Critical Hdwy - 4.3 7.1 6.5 6.2 7.1 6.5 6.31 Critical Hdwy Stg 1 - 6.1 5.5 - 6.1 5.5 Critical Hdwy Stg 2 - 6.1 5.5 - 6.1 5.5 Follow-up Hdwy - 2.38 - 3.5 4 3.3 3.5 4 3.399 Pot Cap -1 Maneuver 6 - 1411 0 838 760 986 836 760 997 Stage 1 0 0 934 832 962 853 Stage 2 0 - 0 960 853 929 832 W Platoon blocked, % Mov Cap -1 Maneuver - 1411 833 758 986 827 758 997 Mov Cap -2 Maneuver - - - 833 758 - 827 758 - Stage 1 - 934 832 - 962 850 Stage 2 - - 953 850 - 921 832 Approach EB WB NB SB HCM Control Delay, s 0 0.6 9 8.6 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBTSBLn1 Capacity (veh/h) 914 - 1411 - 997 HCM Lane V/C Ratio 0.015 - 0.003 - 0.004 HCM Control Delay (s) - 7.6 8.6 HCM Lane LOS A A A A HCM 95th %tile Q(veh) 0 0 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 2 HCM Unsignalized ized Intersection Capacity Analysis Future East AM 2: CR 21 & Drwy North 10/03/2017 is _ID. %ler c Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4) Traffic Volume (veh/h) 0 0 0 0 0 0 0 8 7 0 8 0 Future Volume (Veh/h) 0 0 0 0 0 0 0 8 7 0 8 0 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 0 0 0 0 0 9 8 0 9 0 Pedestrians Lane Width (ft) Walking Speed (Ns) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 22 26 9 22 22 13 9 17 vC 1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 22 26 9 22 22 13 9 17 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 100 100 100 100 100 100 cM capacity (veh/h) 990 867 1073 990 872 1067 1611 1600 Direction, Lane # EB1 WB1 NB1 SB1 Volume Total 0 0 17 9 Volume Left 0 0 Volume Right 0 0 8 0 cSH 1700 1700 1700 1600 Volume to Capacity 0.00 0.00 0.01 0.00 Queue Length 95th (ft) 0 0 0 0 Control Delay (s) 0.0 0.0 0.0 0.0 Lane LOS A A Approach Delay (s) 0.0 0.0 0.0 0.0 Approach LOS A A Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 3 HCM 2010 TWSC Future East AM 2: CR 21 & Drwy North 10/03/2017 Intersection Int Delay, slveh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4+ 1 4 Traffic Vol, veh/h 0 0 0 0 0 0 0 8 7 0 Future Vol, yell/1h 0 0 0 0 0 0 0 8 7 0 8 C Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 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, # - 0 0 0 0 Grade, 970 0 0 0 0 Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 25 100 2 0 2 Mvmt Flow 0 0 0 0 0 0 0 9 8 0 9 0 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 22 25 9 22 22 13 0 0 16 0 0 Stage 1 9 9 - 13 13 Stage 2 13 16 9 9 Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 - - 4.12 Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 Critical Hdwy Stg 2 612 5.52 - 6.12 5.52 Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 - 2.218 Pot Cap -1 Maneuver 990 868 1073 990 872 1067 0 - 1602 0 Stage 1 1012 888 - 1007 885 0 0 Stage 2 1007 882 - 1012 888 0 - 0 Platoon blocked, % Mov Capp -1 Maneuver 990 868 1073 990 872 1067 - 1602 Mov Cap -2 Maneuver 990 868 - 990 872 - - Stage 1 1012 888 - 1007 885 Stage 2 1007 882 - 1012 888 - - - Approach EB WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBL SBT Capacity (veh/h) - - - - 1602 HCM Lane WC Ratio 1.1 HCM Control Delay (s) - - 0 0 0 HCM Lane LOS - - A A A HCM 95th %tile CQ(veh) - - - - 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 4 HCM Unsignalized Intersection Capacity Analysis Future East AM 3: CR 21 & CR 18 10/03/2017 IhP %IP* kis. 14\ at tfr Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 1 4 3 0 11 12 0 2 3 3 2 3 Future Volume (Veh/h) 1 4 3 0 11 12 0 2 3 3 2 3 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.75 0.58 0.50 0.25 0.65 0.75 0.25 0.25 0.38 0.38 0.28 0.38 Hourly flow rate (vph) 1 7 6 0 17 16 0 8 8 8 7 8 Pedestrians Lane Width (ft) Walking Speed (Ns) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) None None pX, platoon unblocked vC, conflicting volume 33 13 48 45 10 49 40 25 vC 1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 33 13 48 45 10 49 40 25 tC, single (s) 4.1 4.1 7.1 7.0 6.5 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.5 3.6 3.5 4.0 3.3 p0 queue free % 100 100 100 99 99 99 99 99 cM capacity (veh/h) 1592 1619 943 762 988 940 855 1057 Direction, Lane # EB 1 WB 1 NB 1 SR 1 Volume Total 14 33 16 23 Volume Left 1 0 0 Volume Right 6 16 8 8 cSH 1592 1619 860 948 Volume to Capacity 0.00 0.00 0.02 0.02 Queue Length 95th (ft) 0 0 1 2 Control Delay (s) 0.5 0.0 9.3 8.9 Lane LOS A A A Approach Delay (s) 0.5 0.0 9.3 8.9 Approach LOS A A Intersection Summary Average Delay 4.2 Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 5 HCM 2010 TWSC Future East AM 8:CR21&CR18 10/03/2017 Intersection Int Delay, slveh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4* 4 4* 4 Traffic Vol, veh/h 1 4 3 0 11 12 0 2 3 3 2 Future Vol, yell/1h 1 4 3 0 11 12 0 2 3 3 2 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None None iMp - None Storage Length Veh in Median Storage, # - 0 0 0 0 Grade, 970 0 P PM 0 0 ✓ 0 Peak Hour Factor 75 58 50 25 65 75 25 25 38 38 28 38 Heavy Vehicles, % 0 0 0 0 27 67 0 50 33 0 0 0 Mvmt Flow 1 7 6 0 17 16 0 8 8 8 7 8 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 33 0 0 13 0 0 45 46 10 46 41 25 Stage 1 en - 13 13 - 25 25 Stage 2 - 32 33 - 21 16 Critical Hdwy 4.1 - 4.1 r 7.1 7 6.53 7.1 6.5 6.2 Critical Hdwy Stg 1 - 6.1 6 - 6.1 5.5 Critical Hdwy Stg 2 - 6.1 6 - 6.1 5.5 Follow-up Hdwy 2.2 - 2.2 - 3.5 4.45 3.597 3.5 4 3.3 Pot Cap -1 Maneuver 1592 - 1619 - 962 761 988 961 855 1057 Stage 1 r - 1013 798 - 998 878 Stage 2 r 990 781 - 1003 886 Platoon blocked, % Mov Cap -1 Maneuver 1592 - 1619 948 760 988 945 854 1057 Mov Cap -2 Maneuver ✓ r - 948 760 - 945 854 r Stage 1 - 1012 797 - 997 878 Stage 2 ✓ r - 975 781 - 984 885 Approach EB WB NB SB HCM Control Delay, s c .7 0 92 8.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 858 1592 1619, - 948 HCM Lane WC Ratio 0.019 0.001 - 0.024 HCM Control Delay (s) 9.3 7.3 0 c - 8.9 HCM Lane LOS A A A A A HCM 95th %tile Q(veh) 0.1 0 - 0.1 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 6 HCM Unsignalized ized Intersection Capacity Analysis Future East AM 4: CR 18 & Drwy South 10/03/2017 41%, \IPP Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 to) Traffic Volume (veh/h) 0 15 20 0 7 0 Future Volume (Veh/h) 0 15 20 0 7 0 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 16 22 0 8 0 Pedestrians Lane Width (ft) Walking Speed (Ns) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 22 38 22 vC 1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 22 38 22 tC, single (s) 4.1 7.4 7.2 tC, 2 stage (s) tF (s) 2.2 4.4 4.2 p0 queue free % 100 99 100 cM capacity (veh/h) 1593 774 831 Direction, Lane # EB1 WB1 SB1 Volume Total 16 22 8 Volume Left Volume Right 0 0 0 cSH 1593 1700 774 Volume to Capacity 0.00 0.01 0.01 Queue Length 95th (ft) a 0 1 Control Delay (s) 0.0 0.0 9.7 Lane LOS A Approach Delay (s) 0.0 0.0 9.7 Approach LOS A Intersection Summary Average Delay 1.7 Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 7 HCM 2010 TWSC Future East AM 4: CR 18 & Drwy South 10/03/2017 Intersection Int Delay, slveh 1.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 tip Traffic Vol, veh/h 0 15 20 0 7 0 Future Vol, yell/1h 0 15 20 0 7 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 0 Veh in Median Storage, # - 0 0 0 Grade, 970 0 0 - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 40 45 2 100 100 Mvmt Flow 0 16 22 0 8 0 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 22 0 0 38 22 Stage 1 en - 22 Stage 2 - 16 Critical Hdwy 4.12 - 7.4 7.2 Critical Hdwy Stg 1 - 6.4 Critical Hdwy Stg 2 - 6A Follow-up Hdwy 2.218 - 4.4 4.2 Pot Cap -1 Maneuver 1593 - 774 831 Stage 1 r - 797 Stage 2 r 803 r Platoon blocked, % Mov Cap -1 Maneuver 1593 - 774 831 Mov Cap -2 Maneuver - 774 Stage 1 - 797 Stage 2 - 803 Approach EB WB SB HCM Control Delay, s 0 0 9.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 1 Capacity (veh/h) 1593 - 774 HCM Lane WC Ratio - 0.01 HCM Control Delay (s) - 9.7 HCM Lane LOS A A HCM 95th %tile Q(veh) 0 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 8 HCM Unsignalized Intersection Capacity Analysis Future East AM 5: CR 23 & CR 18 10/03/2017 —Do "svir IA' Movement EBT EBR WBL WET NBL NBR Lane Configurations Tip 4 V' Traffic Volume (veh/h) 10 9 31 14 2 16 Future Volume (Veh/h) 10 9 31 14 2 16 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.50 0.75 0.86 0.55 0.75 0.80 Hourly flow rate (vph) 20 12 36 25 3 20 Pedestrians Lane Width (ft) Walking Speed (Ns) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 32 123 26 vC 1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 32 123 26 tC, single (s) 4.5 6.4 6.8 tC, 2 stage (s) tF (s) 2.6 3.5 3.8 p0 queue free % 97 100 98 cM capacity (veh/h) 1371 854 914 Direction, Lane # EB I WB 1 NB 1 Volume Total 32 61 23 Volume Left 0 36 Volume Right 12 0 20 cSH 1700 1371 905 Volume to Capacity 0.02 0.03 0.03 Queue Length 95th (ft) 0 2 2 Control Delay (s) 0.0 4.6 9.1 Lane LOS A A Approach Delay (s) 0.0 4.6 9.1 Approach LOS A Intersection Summary Average Delay 4..2 Intersection Capacity Utilization 19.1% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 9 HCM 2010 TWSC Future East AM 5: CR23&CR 18 10/03/2017 Intersection Int Delay, slveh 4.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 4 vie Traffic Vol, veh/h 10 9 31 14 2 16 Future Vol, yell/1h 10 9 31 14 2 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 0 Veh in Median Storage, # 0 0 Grade, % 0 0 0 Peak Hour Factor 50 75 86 55 75 80 Heavy Vehicles, % 80 11 39 71 0 56 Mvmt Flow 20 12 36 25 3 20 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 32 0 124 26 Stage 1 en - 26 Stage 2 - 98 - Critical Hdwy - 4.49 - 6.4 6.76 Critical Hdwy Stg 1 PIO - 5.4 Critical Hdwy Stg 2 - 5.4 Follow-up Hdwy - 2.551 - 3.5 3.804 Pot Cap -1 Maneuver - 1371 - 876 914 Stage 1 - 1002 Stage 2 931 Platoon blocked, % Mov Cap -1 Maneuver 1371 - 852 914 Mov Cap -2 Maneuver - 852 Stage 1 - 1002 Stage 2 - 906 - Approach EB WB NB HCM Control Delay, s 0 4.5 9.1 HCM LOS A Minor Lane/Major Mvmt NBLn1 FBI EBR ' BL WBT Capacity (veh/h) 906 - 1371 HCM Lane WC Ratio 0.025 - 0.026 HCM Control Delay (s) 9.1 - 7.7 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.1 - 0.1 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 10 Lanes, Volumes, Timings Future East PM 1: CR 21 & CR 20 10/03/2017 —IP• es* c 41— ka4\ t tfr \IN Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4) Traffic Volume (vph) 2 39 9 4 37 0 0 1 6 4 0 0 Future Volume (vph) 2 39 9 4 37 0 0 1 6 4 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.969 0.910 Flt Protected 0.998 0.995 0.950 Satd. Flow (prot) 0 1737 0 0 1809 0 0 1037 0 0 1805 0 Flt Permitted 0.998 0.995 0.950 Satd. Flow (perm) 0 1737 0 0 1809 0 0 1037 0 0 1805 0 Link Speed (mph) 55 55 30 30 Link Distance (ft) 997 996 943 66 Travel Time (s) 12.4 12.3 21.4 1.5 Peak Hour Factor 0.75 0.77 0.56 0.63 0.71 0.25 0.50 0.25 0.75 0.50 0.25 0.50 Heavy Vehicles (%) 50% 5% 0% 0% 5% 0% 0% 0% 100% 0% 0% 0% Adj. Flow (vph) 3 51 16 6 52 0 0 4 8 8 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 70 0 0 58 0 0 12 0 0 8 0 Enter Blocked Intersection 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.5% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 1 HCM 2010 TWSC Future East PM 1: CR21 &CR20 10/03/2017 Intersection Int Delay, slveh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1 4 S S Traffic Vol, veh/h 2 39 9 4 37 0 1 6 4 Future V0l, vehlh 2 39 9 4 37 0 0 1 6 4 0 C Conflicting Peds, #/hr 0 0 0 0 C 0 0 0 0 C Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length INN INII Veh in Median Storage, # - 0 C 0 0 Grade, 970 0 0 r 0 - 0 Peak Hour Factor 75 77 56 63 71 25 50 25 75 50 25 50 Heavy Vehicles, % 50 5 0 0 5 0 0 0 100 0 0 0 Mvmt Flow 3 51 16 6 52 0 0 4 8 8 0 0 Major/Minor Majorl Major2 Minor1 Minor2 Conflicting Flow All 52 0 0 67 0 0 129 129 59 135 137 52 Stage 1 en - 64 64 - 65 65 Stage 2 r - 65 65 - 70 72 Critical Hdwy 4.6 - 41 Y - 71 6.5 7.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - 6.1 5.5 - 6.1 5.5 Critical Hdwy Stg 2 6.1 5.5 6.1 5.5 Follow-up Hdwy 2.65 - 2.2 - 3.5 4 4.2 3.5 4 3.3 Pot Cap -1 Maneuver 1296 - 1547 0 849 765 788 841 758 1021 Stage 1 r 0 952 846 - 951 845 Stage 2 ✓ - 0 951 845 945 839 Platoon blocked, % Mov Cap -1 Maneuver 1296 - 1547 845 760 788 825 753 1021 Mov Cap -2 Maneuver - 845 760 - 825 753 r Stage 1 - 950 844 - 949 842 Stage 2 r - 947 842 - 929 837 Approach EB WB NB SB HCM Control Delay, s a .3 0.8 9 7 9.4 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBTSBLn1 Capacity (veh/h) 778 1296 - 1547 - 825 HCM Lane WC Ratio 0.015 0.002 - 0.004 - 0.01 HCM Control Delay (s) 97 7.8 7.3 0 9.4 HCM Lane LOS A A A A A HCM 95th %tile Q(veh) 0 0 0 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 2 Lanes, Volumes, Timings 2: CR 21 & Drwy North Future East PM 10/03/2017 —IP• 'tar t ‘440. Lane Group EBL EBT EBR. WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. Ts) 4 Traffic Volume (vph) 0 0 0 0 0 0 0 6 7 0 3 0 Future Volume (vph) 0 0 0 0 0 0 0 6 7 0 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.928 Flt Protected Satd. Flow (prot) 0 1863 0 0 1863 0 0 1097 0 0 1900 0 Flt Permitted Satd. Flow (perm) 0 1863 0 0 1863 0 0 1097 0 0 1900 Link Speed (mph) 30 30 30 30 Link Distance (ft) 83 88 134 943 Travel Time (s) 1.9 2.0 3.0 21.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 16% 100% 2% 0% 2% Adj. Flow (vph) 0 0 0 0 0 0 0 7 8 0 3 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 0 0 0 15 0 0 3 0 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 3 HCM 2010 TWSC Future East PM 2: CR 21 & Drwy North 10/03/2017 Intersection Int Delay, slveh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4+ 1 4 Traffic Vol, veh/h 0 0 0 0 0 0 0 6 7 0 3 Future Vol, yell/1h 0 0 0 0 0 0 0 6 7 0 3 C Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 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, # - 0 0 0 0 Grade, 970 0 ✓ 0 0 ✓ 0 Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 16 100 2 0 2 Mvmt Flow 0 0 0 0 0 0 0 7 8 0 3 0 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 13 17 3 13 13 10 0 0 14 0 0 Stage 1 8 3 - 10 10 Stage 2 10 14 3 3 Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 - 4.12 r Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 IIMI Critical Hdwy Stg 2 612 5.52 - 6.12 5.52 Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 - 2.218 Pot Cap -1 Maneuver 1004 877 1081 1004 881 1071 0 - 1604 0 Stage 1 1020 893 - 1011 887 0 0 Stage 2 1011 884 - 1020 893 0 - lil hi 0 Platoon blocked, % Mov Capp -1 Maneuver 1004 877 1081 1004 881 1071 - 1604 Mov Cap -2 Maneuver 1004 877 - 1004 881 Stage 1 1020 893 - 1011 887 Stage 2 1011 884 - 1020 893 Approach EB WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBL SBT Capacity (veh/h) - - - - 1604 HCM Lane WC Ratio 1.1 HCM Control Delay (s) - - 0 0 0 HCM Lane LOS - - A A A HCM 95th %tile CQ(veh) - - - - 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 4 Lanes, Volumes, Timings 8:CR21&CR18 Future East PM 10/03/2017 soFt es* c k• 14\ t tfr \I" Lane Group EBL EBT EBR. WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4+ Traffic Volume (vph) 2 11 1 3 7 10 1 1 3 1 1 1 Future Volume (vph) 2 11 1 3 7 10 1 1 3 1 1 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.982 0.947 0.917 0.981 Flt Protected 0.987 0.991 0.985 0.972 Satd. Flow (prot) 0 1551 0 0 1297 0 0 1220 0 0 1812 0 Flt Permitted 0.987 0.991 0.985 0.972 Satd. Flow (perm) 0 1551 0 0 1297 0 0 1220 0 0 1812 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1097 349 686 134 Travel Time (s) 24.9 7.9 15.6 3.0 Peak Hour Factor 0.25 0.60 0.25 0.50 0.50 0.75 0.25 0.75 0.38 0.25 0.50 0.80 Heavy Vehicles (%) 50% 9% 0% 33% 0% 80% 0% 0% 66% 0% 0% 0% Adj. Flow (vph) 8 18 4 6 14 13 4 1 8 4 2 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 30 0 0 33 0 0 13 0 0 7 0 Enter Blocked Intersection 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) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 5 HCM 2010 TWSC Future East PM 8:CR21&CR18 10/03/2017 Intersection Int Delay, slveh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 S S Traffic Vol, veh/h 2 11 1 3 7 10 1 1 3 1 1 1 Future Vol, yell/1h 2 11 1 3 7 10 1 1 3 1 1 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - None - None - None Storage Length INN INII Veh in Median Storage, # - 0 0 0 0 Grade, 970 0 0 0 Peak Hour Factor 25 60 25 50 50 75 25 75 38 25 50 80 Heavy Vehicles, % 50 9 0 33 0 80 0 0 66 0 0 0 Mvmt Flow 8 18 4 6 14 13 4 1 8 4 2 1 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 27 0 0 22 0 0 70 75 20 74 71 21 Stage 1 - 36 36 - 33 33 Stage 2 - 34 39 - 41 38 Critical Hdwy 4.6 4.43 - - 7.1 6.5 6.86 7.1 6.5 6.2 Critical Hdwy Stg 1 - 6.1 5.5 - 6.1 5.5 Critical Hdwy Stg 2 - 6.1 5.5 - 6.1 5.5 Follow-up Hdwy 2.65 - 2.497 - 3.5 4 3.894 3.5 4 3.3 Pot Cap -1 Maneuver 1326 - 1414 - 927 819 900 921 823 1062 Stage 1 r 985 869 - 988 872 UV Stage 2 - - 987 866 - 979 867 - Platoon blocked, % Mov Cap -1 Maneuver 1326 - 1414 917 811 900 905 815 1062 Mov Cap -2 Maneuver - 917 811 - 905 815 - Stage 1 - 979 864 - 982 869 Stage 2 - 980 863 - 963 862 Approach EB WB NB SB HCM Control Delay, s 2 1.4 9:1 9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn 1 Capacity (veh/h) 895 1326 - 1414 - 901 HCM Lane WC Ratio 0.015 0.006 - 0.004 - 0.008 HCM Control Delay (s) 9.1 7.7 0 7.6 0 9 HCM Lane LOS A A A A A A HCM 95th %tile Q(veh) 0 0 0 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 6 Lanes, Volumes, Timings Future East PM 4: CR 18&DrwySouth 10/03/2017 4‘. \DB al Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations 4 it* 'Pe Traffic Volume (vph) 0 29 26 0 7 0 Future Volume (vph) 0 29 26 0 7 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 too 1.00 1.00 1.00 1.00 Frt Flt Protected 0.950 Satd. Flow (prot) 0 1863 1367 0 902 0 Flt Permitted 0.950 Satd. Flow (perm) 0 1863 1367 0 902 Link Speed (mph) 30 30 30 Link Distance (ft) 349 827 130 Travel Time (s) 7.9 18.8 3.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 2% 2% 39% 2% 100% 100% Adj. Flow (vph) 0 32 28 0 8 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 32 28 0 8 0 Enter Blocked Intersection No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 7 HCM 2010 TWSC Future East PM 4: CR 18&DrwySouth 10/03/2017 Intersection Int Delay, s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 29 26 0 7 0 Future Vol, vehl/h 0 29 26 0 7 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # - 0 0 0 Grade, 970 0 0 - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 39 2 100 100 Mvmt Flow 0 32 28 0 8 0 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 28 0 0 60 28 Stage 1 en - 28 Stage 2 - 32 Critical Hdwy 4.12 - 7.4 7.2 Critical Hdwy Stg 1 - 6A Critical Hdwy Stg 2 - 6.4 Follow-up Hdwy 2.218 - 4.4 4.2 Pot Cap -1 Maneuver 1585 - 750 824 Stage 1 r - 792 Stage 2 r - 788 Platoon blocked, % Mov Cap -1 Maneuver 1585 - 750 824 Mov Cap -2 Maneuver - 750 Stage 1 - 792 Stage 2 788 - Approach EB WB SB HCM Control Delay, s 0 0 9.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT •WBT WBRSBLn1 Capacity (veh/h) 1585 - 750 HCM Lane WC Ratio - 0.01 HCM Control Delay (s) - 9.8 HCM Lane LOS A A HCM 95th %tile Q(veh) 0 0 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 8 Lanes, Volumes, Timings Future East PM 5: CR 23 & CR 18 10/03/2017 sibe 'sr EIN itfr Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations 4 te Traffic Volume (vph) 14 3 28 20 9 20 Future Volume (vph) 14 3 28 20 9 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.963 0.926 Flt Protected 0.971 0.978 Satd. Flow (prot) 1142 0 0 1508 1598 0 Flt Permitted 0.971 0.978 Satd. Flow (perm) 1142 0 0 1508 1598 Link Speed (mph) 30 30 55 Link Distance (ft) 827 691 480 Travel Time (s) 18.8 15.7 6.0 Peak Hour Factor 0.88 0.50 0.65 0.70 0.50 0.92 Heavy Vehicles (%) 58% 66% 7% 45% 11% 5% Adj. Flow (vph) 16 6 43 29 18 22 Shared Lane Traffic (%) Lane Group Flow (vph) 22 0 0 72 40 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.3% ICU Level of Service A Analysis Period (min) 15 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 9 HCM 2010 TWSC Future East PM 5: CR23&CR 18 10/03/2017 Intersection Int Delay, slveh 5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 4 'Pe Traffic Vol, veh/h 14 3 28 20 9 20 Future Vol, vehlh 14 3 28 20 9 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 0 Veh in Median Storage, # 0 0 Grade, % 0 0 0 Peak Hour Factor 88 50 65 70 50 92 Heavy Vehicles, % 58 66 7 45 11 5 Mvmt Flow 16 6 43 29 18 22 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 22 0 134 19 Stage 1 en - 19 Stage 2 - 115 Critical Hdwy - 4.17 - 6.51 6.25 Critical Hdwy Stg 1 PIO - 5.51 Critical Hdwy Stg 2 - 5.51 Follow-up Hdwy - 2.263 - 3.599 3.345 Pot Cap -1 Maneuver - 1562 - 839 1051 Stage 1 - 981 Stage 2 - - 888 Platoon blocked, % Mov Cap -1 Maneuver - 1562 - 816 1051 Mov Cap -2 Maneuver - 816 Stage 1 - 981 Stage 2 863 - Approach EB WB NB HCM Control Delay, s 0 4.4 9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR ' BL WBT Capacity (veh/h) 930 - 1562 HCM Lane WC Ratio 0.043 - 0.028 HCM Control Delay (s) - 7.4 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.1 - 0.1 Strear Farms 09/20/2017 Baseline Synchro 9 Report Page 10 APPENDIX G Volumes Worksheets Strear Farms TIS Traffic Volumes Future Conditions 1. CR 21 @ CR 20 A.M. Peak Hour October 2017 Condition L Northbound T R Tot L Southbound T R Tot L Eastbound R Tot L Westbound T R T Tot Existing: 3 0 4 7 0 0 2 2 0 56 0 56 2 35 0 37 Growth Factor (%): 1 1 1 1 1 1 1 1 1 1 1 1 Base Condition: 3 0 4 7 0 0 2 2 0 57 0 57 2 35 0 37 East 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Trip West Trip 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 North Trip 4 0 4 8 0 0 0 0 0 0 4 4 4 0 0 4 Future East 3 0 4 7 0 0 2 2 0 57 0 57 2 35 0 37 Future West 3 0 4 7 0 0 2 2 0 57 0 57 2 35 0 37 Future North 7 0 8 15 0 0 2 2 0 57 4 61 6 35 0 41 P.M. Peak Hour Condition L Northbound T R Southbound L T R Tot L Eastbound T R L Westbound T R Tot Tot Tot Existing: 0 1 6 7 4 0 0 4 2 39 9 50 4 37 0 41 Growth Factor (%): 1 1 1 1 1 1 1 1 1 1 1 1 Base Condition: 0 1 6 7 4 0 0 4 2 39 9 51 4 37 0 41 East 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Trip West Trip 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 North Trip 4 0 4 8 0 0 0 0 0 0 4 4 4 0 0 4 Future East 0 1 6 7 4 0 0 4 2 39 9 51 4 37 0 41 Future West 0 1 6 7 4 0 0 4 2 39 9 51 4 37 0 41 Future North 4 1 10 15 4 0 0 4 2 39 13 55 8 37 0 45 1.CR21CR20 AM Peak Rolling Hour Flow Rates Vehicle Type Articulated Trucks Lights Mediums Total Northbound Southbound Eastbound Westbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 1 0 0 2 0 2 0 4 0 0 2 0 53 0 2 28 0 1 0 0 0 0 0 0 2 0 0 5 0 3 0 4 0 0 2 0 56 0 2 35 0 East Trip 0 0 0 0 0 0 0 0 0 0 0 0 33.33% 0.00% 0.00% 5.36% 0.00% 20.00% I West Trip 0 0 0 0 0 0 0 0 0 0 0 0 33.33% 0.00% 0.00% 5.36% 0.00% 20.00% North Trip 4 0 4 0 0 0 0 0 4 4 0 0 71.43% 50.00% 0.00% 5.36% 100.00% 66.67% 20.00% PM Peak Rolling Hour Flow Rates Vehicle Type Articulated Trucks Lights Mediums Total Northbound Southbound Eastbound Westbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 1 0 0 0 1 1 0 0 1 0 0 1 5 4 0 0 1 37 9 4 35 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 6 4 0 0 2 39 9 4 37 0 East Trip 0 0 0 0 0 0 0 0 0 0 0 0 0.00% 16.67% 0.00% 50.00% 5.13% 0.00% 0.00% 5.41% West Trip 0 0 I 0 0 0 0 0 0 0 0 0 0 0.00% 16.67% 0.00% 50.00% 5.13% 0.00% 0.00% 5.41% North Trip 4 0 4 0 0 0 0 0 4 4 0 0 100.00% 0.00% 50.00% 0.00% 50.00% 5.13% 30.77% 50.00% 5.41% Strear Farms TIS Traffic Volumes Future Conditions 2. CR 21 @ Drwy North A.M. Peak Hour October 2017 Condition L Northbound T R Tot L Southbound T R Tot L Eastbound R Tot L Westbound T R T Tot Existing: 0 8 0 8 0 8 0 8 0 0 0 0 0 0 0 0 Growth Factor (%): 1 1 1 1 1 1 1 1 1 1 1 1 Base Condition: 0 8 0 8 0 8 0 8 0 0 0 0 0 0 0 0 East 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 Trip 7 West Trip 0 0 7 7 0 0 0 0 0 0 0 0 0 0 0 0 North Trip 0 7 0 7 0 0 7 0 0 0 0 0 0 0 0 7 Future East 0 8 7 15 0 8 0 8 0 0 0 0 0 0 0 0 Future West 0 8 7 15 0 8 0 8 0 0 0 0 0 0 0 0 Future North 0 15 0 15 7 8 0 15 0 0 0 0 0 0 0 0 P.M. Peak Hour Condition L Northbound T R Southbound L T R Tot L Eastbound T R L Westbound T R Tot Tot Tot Existing: 0 6 0 6 0 3 0 3 0 0 0 0 0 0 0 0 Growth Factor (%): 1 1 1 1 1 1 1 1 1 1 1 1 Base Condition: 0 6 0 6 0 3 0 3 0 0 0 0 0 0 0 0 East 0 0 7 7 0 0 0 0 0 0 0 0 0 0 0 0 Trip West Trip 0 0 7 7 0 0 0 0 0 0 0 0 0 0 0 0 North Trip 0 7 0 7 7 0 0 7 0 0 0 0 0 0 0 0 Future East 0 6 7 13 0 3 0 3 0 0 0 0 0 0 0 0 Future West 0 6 7 13 0 3 0 3 0 0 0 0 0 0 0 0 Future North 0 13 0 13 7 3 0 10 0 0 0 0 0 0 0 0 2. CR 21 @ Drwy North AM Peak Rolling Hour Flow Rates Vehicle Type Articulated Trucks Lights Mediums Total Northbound Southbound Eastbound Westbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 6 2 8 0 0 0 0 0 0 0 0 0 8 0 8 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 0 East Trip 0 0 7 0 0 0 0 0 0 0 0 0 25.00% 100.00% 0.00% West Trip 0 0 7 0 0 0 0 0 0 0 0 0 25.00% 100.00% 0.00% North Trip 0 7 0 7 0 0 0 0 0 0 0 0 60.00% 100.00% 0.00% PM Peak Rolling Hour Flow Rates Vehicle Type Articulated Trucks Lights Mediums Total Northbound Southbound Eastbound Westbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 1 4 1 6 0 0 O O 0 0 0 0 0 3 0 3 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O East Trip 0 0 7 0 0 0 0 0 0 0 0 0 33.33% 100.00% 0.00% West Trip 0 0 7 0 0 0 0 0 0 0 0 0 33.33% 100.00% 0.00©% North Trip 0 7 0 7 0 0 0 0 0 0 0 0 69.23% 100.00% 0.00% Strear Farms TIS Traffic Volumes Future Conditions 3. CR 21 @ CR 18 A.M. Peak Hour October 2017 Condition L Northbound T R Tot L Southbound T R Tot L Eastbound R Tot L Westbound T R T Tot Existing: 0 2 3 5 3 2 3 8 1 4 3 8 0 11 5 16 Growth Factor (%): 1 1 1 1 1 1 1 1 1 1 1 1 Base Condition: 0 2 3 5 3 2 3 8 1 4 3 8 0 11 5 16 East 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 7 Trip West Trip 0 0 0 0 0 0 0 0 7 0 0 7 0 7 0 7 North Trip 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 7 Future East 0 2 3 5 3 2 3 8 1 4 3 8 0 11 12 23 Future West 0 2 3 5 3 2 3 8 8 4 3 15 0 18 5 23 Future North 0 2 3 5 3 2 3 8 1 4 3 8 0 11 12 23 P.M. Peak Hour Condition L Northbound T R Southbound L T R Tot L Eastbound T L Westbound T R Tot Tot R Tot Existing: 1 1 3 5 1 1 1 3 2 11 1 14 3 7 3 13 Growth Factor (%): 1 1 1 1 1 1 1 1 1 1 1 1 Base Condition: 1 1 3 5 1 1 1 3 2 11 1 14 3 7 3 13 East 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 7 Trip West Trip 0 0 0 0 0 0 0 0 7 0 0 7 0 7 0 7 North Trip 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 7 Future East 1 1 3 5 1 1 1 3 2 11 1 14 3 7 10 20 Future West 1 1 3 5 1 1 1 3 9 11 1 21 3 14 3 20 Future North 1 1 3 5 1 1 1 3 2 11 1 14 3 7 10 20 3.CR21@CR18 AM Peak Rolling Hour Flow Rates Vehicle Type Articulated Trucks Lights Mediums Total Northbound Southbound Eastbound Westbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 1 1 2 0 2 1 3 0 3 0 3 0 2 0 2 0 3 0 3 0 1 0 1 0 4 0 4 0 3 0 3 0 0 0 0 1 8 2 11 0 4 1 5 East Trip 0 0 0 0 0 0 0 0 0 0 0 7 0 50.00% 33.33% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 27.27% 66.67% West Trip 0 0 0 0 0 d 0 7 0 0 I 0 7 0 0 50.00% 33.33% 0.00% 0.00% 0.00% 87.50% 0.00% 0.00% 55.56% 20.00% North Trip 0 0 0 0 0 0 0 0 0 0 0 7 50.00% 33.33% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 27.27% 66.67% PM Peak Rolling Hour Flow Rates Vehicle Type Articulated Trucks Lights Mediums Total Northbound Southbound Eastbound Westbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 1 0 1 0 1 0 1 2 1 0 3 0 1 0 1 0 1 0 1 0 1 0 1 0 1 1 2 0 10 1 11 0 1 0 1 0 2 1 3 0 7 0 7 1 2 0 3 East Trip 0 0 0 0 0 0 0 0 0 0 0 7 0 0.00% 0.00% 66.67% 0.00% 0.00% 0.00% 50.00% 9.09% 0.00% 33.33% 0.00% 80.00% West Trip 0 0 0 0 0 0 7 0 0 0 7 0 0 0.00% 0.00% 66.67% 0.00% 0.00% 0.00% 88.89% 9.09% 0.00% 33.33% 50.00% 33.33% North Trip 0 0 0 0 0 0 0 0 0 0 0 7 0.00% 0.00% 66.67% 0.00% 0.00% 0.00% 50.00% 9.09% 0.00% 33.33% 0.00% 80.00% Strear Farms TIS Traffic Volumes Future Conditions 4. CR 18 Drwy South A.M. Peak Hour October 2017 Condition L Northbound T R Tot L Southbound T R Tot L Eastbound R Tot L Westbound T R T Tot Existing: 0 0 0 0 0 0 0 0 0 15 0 15 0 13 0 13 Growth Factor (%): 1 1 1 1 1 1 1 1 1 1 1 1 Base Condition: 0 0 0 0 0 0 0 0 0 15 0 15 0 13 0 13 East 0 0 0 0 7 0 0 7 0 0 0 0 0 0 7 Trip 7 West Trip 0 0 0 0 0 0 7 7 0 0 0 0 0 0 0 0 North Trip 0 0 0 0 0 0 7 7 0 0 0 0 0 0 0 0 Future East 0 0 0 0 0 0 7 0 15 0 15 0 20 0 20 7 Future West 0 0 0 0 0 0 7 7 0 15 0 15 0 13 0 13 Future North 0 0 0 0 0 0 7 7 0 15 0 15 0 13 0 13 P.M. Peak Hour Condition L Northbound T R Southbound L T R Tot L Eastbound T R L Westbound T R Tot Tot Tot Existing: 0 0 0 0 0 0 0 0 0 29 0 29 0 19 0 19 Growth Factor (%): 1 1 1 1 1 1 1 1 1 1 1 1 Base Condition: 0 0 0 0 0 0 0 0 0 29 0 29 0 19 0 19 East 0 0 0 0 7 0 0 7 0 0 0 0 0 7 0 7 Trip West Trip 0 0 0 0 0 0 7 7 0 0 0 0 0 0 0 0 North Trip 0 0 0 0 0 0 7 7 0 0 0 0 0 0 0 0 Future East 0 0 0 0 7 0 0 7 0 29 0 29 0 26 0 26 Future West 0 0 0 0 0 0 7 7 0 29 0 29 0 19 0 19 Future North 0 0 0 0 0 0 7 7 0 29 0 29 0 19 0 19 4. CR 18 Drwy South AM Peak Rolling Hour Flow Rates Vehicle Type Articulated Trucks Lights Mediums Total Northbound Southbound Eastbound Westbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right O 0 0 0 0 0 0 2 0 0 O 0 0 0 0 0 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 1 11 1 13 0 0 0 0 East Trip 0 0 0 7 0 0 0 0 0 0 7 0 0 100.00% 13.33% I 45.00% West Trip 0 0 0 0 0 7 0 0 0 0 0 0 0 100.00% 13.33% 15.38% North Trip 0 0 0 0 0 7 0 0 0 0 0 0 100.00% 13.33% 15.38% PM Peak Rolling Hour Flow Rates Vehicle Type Articulated Trucks Lights Mediums Total Northbound Southbound Eastbound Westbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 26 1 29 0 0 0 0 0 2 0 16 0 1 19 0 0 0 O O East Trip 0 0 0 7 0 0 0 0 0 0 7 0 0 100.00% 10.34% 38.46% West Trip 0 0 0 0 0 7 0 0 0 0 0 0 0 100.00% 10.34% 15.79% North Trip 0 0 0 0 0 7 0 0 0 0 0 0 100.00% 10.34% 15.79% Strear Farms TIS Traffic Volumes Future Conditions 5. CR18@ CR23 A.M. Peak Hour October 2017 Condition L Northbound T R Tot L Southbound T R Tot L Eastbound R Tot L Westbound T R T Tot Existing: 2 0 16 18 0 0 0 0 0 3 9 12 31 7 0 38 Growth Factor (%): 1 1 1 1 1 1 1 1 1 1 1 1 Base Condition: 2 0 16 18 0 0 0 0 0 3 9 12 31 7 0 38 East 0 0 0 0 0 0 0 0 0 7 0 0 0 7 Trip 7 7 West Trip 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 North Trip 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Future East 2 0 16 18 0 0 0 0 0 10 9 19 31 14 0 45 Future West 2 0 16 18 0 0 0 0 0 3 9 12 31 7 0 38 Future North 2 0 16 18 0 0 0 0 0 3 9 12 31 7 0 38 P.M. Peak Hour Condition L Northbound T R Southbound L T R Tot L Eastbound T R L Westbound T R Tot Tot Tot Existing: 9 0 20 29 0 0 0 0 0 7 3 10 28 13 0 41 Growth Factor (%): 1 1 1 1 1 1 1 1 1 1 1 1 Base Condition: 9 0 20 29 0 0 0 0 0 7 3 10 28 13 0 41 East 0 0 0 0 0 0 0 0 0 7 0 7 0 7 0 7 Trip West Trip 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 North Trip 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Future East 9 0 20 29 0 0 0 0 0 14 3 17 28 20 0 48 Future West 9 0 20 29 0 0 0 0 0 7 3 10 28 13 0 41 Future North 9 0 20 29 0 0 0 0 0 7 3 10 28 13 0 41 5.CR18@CR23 AM Peak Rolling Hour Flow Rates Vehicle Type Articulated Trucks Lights Mediums Total Northbound Southbound Eastbound Westbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 7 0 0 0 0 0 0 8 2 0 7 0 0 0 0 2 8 19 0 0 2 0 0 0 0 1 1 4 2 0 16 0 0 0 0 3 9 31 1 4 2 7 O O 0 0 East Trip 0 0 0 0 0 0 0 7 0 0 7 0 0 0.00% 56.25% 80.00% 11.11% 38.71% 71.43% West Trip 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00% 56.25% 33.33% 11.11% 38.71% 42.86% North Trip 0 0 0 0 0 0 0 0 0 0 0 0 0.00% 56.25% 33.33% 11.11% 38.71% 42.86% PM Peak Rolling Hour Flow Rates Vehicle Type Articulated Trucks Lights Mediums Total Northbound Southbound Eastbound Westbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 8 1 9 0 0 0 0 0 19 1 20 0 0 0 0 0 0 O O 0 0 0 0 0 0 O O 0 6 1 7 1 1 1 3 0 26 2 28 1 11 1 13 0 0 0 0 East Trip 0 0 0 0 0 0 0 7 0 0 7 0 0 11.11% 5.00% 57.14% 66.67% 7.14% 45.00% West Trip 0 0 0 0 0 0 0 0 0 0 0 0 0 11.11% 5.00% 14.29% 66.67% 7.14% 15.38% North Trip 0 0 0 0 0 0 0 0 0 0 0 0 11.11% 5.00% 14.29% 66.67% 7.14% 15.38% ARCAD iS Arcadis U.S., Inc. 630 Plaza Drive Suite 100 Highlands Ranch, Colorado 80129 Tel 720 344 3500 Fax 720 344 3535 ww ►.arcadis.com Design & Consultancy for natural and built assets Hello