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HomeMy WebLinkAbout1.13 Traffic Study Page 1 of 16 TRAFFIC STUDY PROJECT: Ascendigo Ranch Garfield County, Colorado DATE: March 18, 2021 SUBJECT: Traffic Analysis PROJECT NO: M1491 Introduction This Traffic Study serves to review traffic related conditions for the proposed project, Ascendigo Ranch, located in Garfield County, Colorado. Ascendigo Ranch will be constructed on 120.79 acres and will serve clients on the Autism Spectrum or with related disorders. It will include summer camps, educational seminars, equestrian facilities, therapy, and miscellaneous activities. Figure 1: Vicinity Map. Page 2 of 16 Site Description Location and Vicinity Map: The project site is located approximately 3 miles northwest from downtown El Jebel with direct access to Harmony Lane. The proposed project will be constructed on two previously platted residential developments, White Cloud Ridge and Harmony Heights. White Cloud Ridge is located on parcels 239128318001 through 239128318013. Harmony Heights is located on parcel 239128300225. A Vicinity Map is shown in Figure 1, which includes a one-mile radius from the project site. The vicinity map also identifies the following Garfield County roads within the site area:  Catherine Store Road (CR 100)  Missouri Heights Road (CR 102) The nearest State Highway intersections are also shown in Figure 1 at SH82 / Catherine Store Road and SH82 / El Jebel Road (Located in Eagle County). Both of these intersections are signalized. A Conceptual Site Plan is shown in Figure 2. Figure 2: Conceptual Site Plan. Page 3 of 16 Existing Transportation Network: Two existing access points from the properties connect to Harmony Lane. Harmony Lane has an equivalent roadway classification as a Non-Rural Arterial Highway (NR-C) or Frontage Road (F-R) per the State Highway Access Code1 §3.12 and §3.13 (“Access Code”). The posted speed limit is 20mph. Development Plans Existing Facility: The existing site is currently vacant but has been approved for residential homes. White Cloud Ridge includes 13 residential parcels. Harmony Heights includes 2 residential parcels. Per a memorandum from Zancanella and Associates, Inc2, a total of 23 residential dwelling units could be constructed including accessory dwelling units. Proposed Development Plans: Ascendigo Ranch will include the following uses: Summer camps, equestrian facilities, miscellaneous activities, therapy, and educational seminars. The proposed project will include a base camp with dining and administrative uses, an activity barn housing indoor recreation uses, 6,040 square feet (sf) of camper lodging, 3,550 sf of staff lodging, a 1,620 sf guest cabin, 1,500 sf maintenance barn, ropes course, playing field, proposed pond, gathering space, hiking/biking trail, caretaker’s residence and equestrian paddock. The access from the facility is designed to discourage exiting traffic from making a right turn movement onto Harmony Lane by directing traffic northeast onto Harmony lane as shown in Figure 3. Figure 3: Facility Access Design 1 State of Colorado, State Highway Access Code, March 2002 2 Zancanella and Associates, Inc. Engineering Consultants, RE: Leavitt Family Trust & White Cloud Subdivision, April 29, 1997. Page 4 of 16 Traffic Data: Two-way traffic data was collected for a 24-hour duration at:  Harmony Lane north of Wind River Rd  Sunset Lane west of Vaquero Road  Paseo Drive east of Caballo Street The data was collected on Harmony Lane and Paseo Drive on Wednesday November 4, 2020. Data was collected on Sunset Lane on Tuesday November 3, 2020 starting at 4 pm and ending at 4 pm on Wednesday November 4, 2020. Peak Traffic Peak traffic at each location is as follows:  Harmony Lane: The peak traffic hours occurred from 10:00am to 11:00am. The evening peak hour occurred from 2:00pm to 3:00pm. Traffic totaled 76 vehicles per day (vpd) with a morning peak of 5 vehicles per hour (vph) and evening peak of 13vph.  Sunset Lane: The peak traffic hours occurred from 11:00am to 12:00pm and 4:00pm to 5:00pm. Traffic totaled 85 vpd with a morning peak of 10vph and evening peak of 10vph.  Paseo: The peak traffic hours occurred from 9:00am to 10:00am and 4:00pm to 5:00pm. Traffic totaled 491 vpd with a morning peak of 44vph and evening peak of 55vph. Vehicular Speeds The 85th percentile speed is the speed at or below which 85 percent of the free-flowing vehicles travel. The 85th Percentile benchmark is useful for the basis of traffic engineering, modeling analysis, and setting speed limits. The speed study yielded an observed speed for each vehicle within the 24-hour count duration. It should be noted that all speeds are based upon existing traffic and represents existing conditions. These speeds are independent of the proposed project. Harmony Lane:  Speed limit is 20mph.  Mean speeds are 19.5mph NB and 21.8mph SB.  85th Percentile speeds are 26.4mph NB and 28.7mph SB.  85th Percentile traffic speeds exceeded the posted speed limit by 6.4mph and 8.7mph in the NB and SB directions, respectively. The posted speed limit on Harmony Lane is 5 mph lower than the posted speed limit on nearby roads. Garfield County should evaluate if the current posted speed limit is appropriate for Harmony Lane, and recommend and implement necessary mitigation techniques for compliance. Sunset Lane:  Speed limit is assumed to be 25mph.  Mean speeds are 22.1mph EB and 18.2mph WB.  85th Percentile speeds are 29.6mph EB and 25.8mph WB.  85th Percentile traffic speeds exceeded the posted speed limit by 4.6mph and 0.8mph in the EB and WB directions, respectively. Page 5 of 16 Paseo Drive:  Posted speed limit is 25mph.  Mean speeds are 23.9mph EB and 24.1mph WB.  85th Percentile speeds are 29mph EB and 28.7mph WB.  85th Percentile traffic speeds exceeded the posted speed limit by 4.0mph and 3.7mph in the EB and WB directions, respectively. Vehicle Classification Vehicle classification data was also collected and is as follows:  Harmony Lane: 44.7% of vehicles are passenger cars (F2). 27.6% are other two-axle vehicles and four-tire single unit vehicles (F3), examples include pickups, vans, and ambulances. 27.6% of traffic are two-axle, six-tire, single-unit trucks (F5), examples include recreational vehicles or campers with two axles and dual rear wheels.  Sunset Lane: 44.7% of vehicles are passenger cars (F2). 34.1% are other two -axle vehicles and four-tire single unit vehicles (F3), examples include pickups, vans, and ambulances. 18.8% of traffic are two-axle, six-tire, single-unit trucks (F5), examples include recreational vehicles or campers with two axles and dual rear wheels. The remaining traffic was less than 2% each of buses (F4) and three-axle single-unit trucks (F6).  Paseo: 66% of vehicles are passenger cars (F2). 22% are other two-axle vehicles and four-tire single unit vehicles (F3), examples include pickups, vans, and ambulances. 11.2% of traffic are two-axle, six-tire, single-unit trucks (F5), examples include recreational vehicles or campers with two axles and dual rear wheels. The remaining traffic was less than 1% each of buses (F4) and three-axle single-unit trucks (F6). Turning movements for Year 2021 background traffic is shown in Figure 4. Through traffic volumes on CR 102 and Fender Lane were estimated using Eagle County, CO Traffic Counts3 obtained July 2016 and Garfield County Road Traffic Counts obtained in 2019.4 All traffic data collected is enclosed in the Appendix of this memorandum. 3 Eagle County, CO Traffic Counts https://eaglecounty.maps.arcgis.com/apps/Solutions/s2.html?appid=ad3f9618355e47a6a0e0eabe5b73749e 4 Garfield County Road Traffic Counts https://www.garfield-county.com/road-bridge/filesgcco/sites/28/2019/11/2019-Traffic-Count-Study.pdf M1491 GWS El Jebel, CO DRAFT - FOR INTERNAL USE ONLY Figure 4: Year 2021 Background Traffic Project Number Prepared By Ascendigo Ranch 3/17/2021 Turning Movements LEGEND: Directional Distribution = Inbound% (Outbound %) AM/PM/SAT Volumes =XX/XX/XX VPH (in PCEs) 52/51 0/1 2/2 50/50 1/12/21 0/0 0/0 0/03/32/30/02 1/3 3/3 0/03/22/30/03 Page 7 of 16 Trip Generation Trip Generation is normally calculated by using the methods presented in the ITE Trip Generation Handbook5, with data provided from the ITE Trip Generation Manual6. This method is accepted by CDOT, Garfield County, and most other jurisdictions. ITE Land Uses Per Garfield County completeness comments, a trip generation table was requested using ITE land use codes that most closely fit the proposed land use. ITE does not include land uses that fit the proposed project. Trips estimated using this methodology are not indicative of trips generated by the proposed land use. This table is included in the Appendix for reference only. ITE Trip Generation Handbook Recommended Practices The Trip Generation Handbook does detail specific instances to use other methods, especially when existing data is sparse, or when conditions are different than one of the available land use categories in the Trip Generation Manual. Often this involves counting a similar sized facility. However, at this time it is impractical to do such given the pandemic situation and the lack of a similar facility in the vicinity. A customized trip generation can also be created by examining anticipated operations and presenting a detailed analysis and accounting of these items. Most jurisdictions will accept a customized trip generation provided that the methods and rationale are logical and reasonable. Design Hourly Volume (DHV) Per Colorado Department of Transportation’s (CDOT) State Highway Access Code “Design Hourly Volume (“DHV”) means an hourly traffic volume determined for use in the geometric design of highways. It is the 30th highest hour vehicular volume experienced in a one year period.” Garfield County does not provide guidance for design hourly volumes. Therefore, the analysis uses the methods presented in the Access Code and the roadway design is based upon the design hourly volumes. This is not reflective of an average and these figures cannot be multiplied to estimate annual traffic. Trip Generation Analysis Times Additionally, the trip generation analyses three different times as follows:  Daily – Daily trip generation is measured in vehicle trips per day (vpd) and consists of the anticipated daily trips that will occur over a 24 hour period.  AM Peak Hour – Morning (AM) Peak Hour trip generation is measured in vehicle trips per hour (vph) and consists of the highest 60 minute period that occurs during the morning hours of operation.  PM Peak Hour – Afternoon (PM) Peak Hour trip generation is measured in vehicle trips per hour (vph) and consists of the highest 60 minute period that occurs during the afternoon/evening hours of operation. Customized Project Trip Generation This method uses the operational assumptions to estimate the trip generation for the project site. The summer camp operational scenario was chosen as the basis of the trip generation. The design operational 5 Institute of Transportation Engineers, Trip Generation Handbook, 3 rd Edition, September 2017 6 Institute of Transportation Engineers, Trip Generation Manual, 10th Edition, September 2017 Page 8 of 16 day occurs on a typical summer camp weekday. The detailed operational plan provided by the client is enclosed at the end of this memorandum. In addition to the operational plan, the following assumptions have been made:  Maintenance: Building maintenance, landscape maintenance, irrigation maintenance and equestrian maintenance occur on a weekday. All other maintenance including vegetation management and water system operations and maintenance would be scheduled on a non-peak day. Snow plowing/shoveling would not occur during the summer.  Caretaker House and ADU: Occupied during the weekday.  Staff: Approximately 25% of offsite staff arrive an hour before they are scheduled to work. 75% of offsite staff arrive closer to their start time. All the onsite staff leave the project site after their shift to eat dinner, run errands, visit friends, etc.  Carpooling: Onsite staff includes a carpool factor of 50%; Offsite staff drive separately.  Equestrian Sessions: 50% of parents/caregivers stay for the activity/session generating 2 trips. The other 50% leave the project site and come back to pick-up the client generating 4 trips. 25% of the participants and staff will be attending or working at the summer camp.  Guest Cabin: This would likely be occupied during the week.  Per Section 2.3(4)(e) of the State Highway Access Code7, vehicles between 20 and 40 feet in length shall be equivalent to two passenger cars. The analysis includes a PCE factor of 2 for horse “feed” vehicles. The results of the customized trip generation are shown in Table 1. The full trip generation table is enclosed in the Appendix of the Traffic Study. (Appendix, Table 1) Table 1: Trip Generation per Custom Trip Generation Direction Daily (vpd) AM Peak Hour (vph) PM Peak Hour (vph) Inbound 105 16 3 Outbound 105 8 19 Total 210 24 22 Additionally, a customized trip generation for the “event” uses is also enclosed in the Appendix. These “event” uses are anticipated to not occur more than 30 times per year, and therefore are not included in the DHV calculations mentioned earlier in this section. (Appendix, Table 1B) The proposed project is anticipated to generate 210 trips per day (in PCE’s) with 24vph for the AM peak hour occurring between 8:00 AM and 9:00 AM. The PM peak generates 22vph and occurs between 5:00 PM and 6:00 PM. The anticipated peak hours do not coincide with peak hours observed on Harmony Lane, (AM Peak is 10:00-11:00AM, PM Peak is 2:00pm to 3:00pm). Resulting project turning movements at the intersections of Harmony Lane and Fender Lane/County Road 102, Harmony Lane and the site access, and Harmony Lane and Paseo Road are shown in Figure 5. 7 State of Colorado, State Highway Access Code, March 2002 Page 9 of 16 Previously Approved Use: Residential Trip Generation This section discusses the trip generation for the residential land use approved for White Cloud Ridge and Harmony Heights.  Land use Assumption: Per Zancanella and Associates, Inc., the trip generation is based on 13 single family units, 2 guest homes in the White Cloud Ridge Subdivision, and 8 single family units on Harmony Heights (Reserved by Levitt Family Trust).  Trip Generation: Using the Trip Generation Handbook and Manual, the above-mentioned uses are anticipated to generate 269vpd with 22vph for the AM peak hour and 37vph for the PM peak hour. Table 2 summarizes the trip generation for the previously approved residential land use. Table 2: Previously Approved Land Use Ascendigo Ranch will generate 2 more trips during the morning peak hour, 5 less trips during the evening peak hour and 83 less trips per day compared to the previously approved residential land use. M1491 GWS El Jebel, CO DRAFT - FOR INTERNAL USE ONLY Figure 5: Project Generated Traffic Assignment Traffic Project Number Prepared By Ascendigo Ranch 3/17/2021 Turning Movements LEGEND: Directional Distribution = Inbound% (Outbound %) AM/PM/SAT Volumes =XX/XX/XX VPH (in PCEs) 0/0 6/1 6/1 0/0 3/83/81 6/15 2/4 3/10/00/013/22 0/0 3/1 0/00/02/40/03 Page 11 of 16 Distributions: Traffic entering and exiting the project site will choose a route either to/from Harmony Road by way of Fender Lane to the north or Sunset Lane to the east. The distribution is based upon origin and destination observations as well as engineering judgement. Additional considerations for the distribution are as follows:  Sunset Lane is a gravel road with connectivity to Upper Cattle Creek Road and serves personal residences along this route. Sunset Lane is private.  Fender Lane and County Road 102 are paved.  The preferred route to Ascendigo Ranch is by way of Upper Cattle Creek Road to Fender Lane. This route will be provided to the clients of Ascendigo Ranch. Ascendigo Ranch operations will also include a policy for staff with the preferred route.  The site access will be designed to discourage traffic from making a right turn movement onto Harmony Lane as shown in Figure 3. Based upon the information above, it is anticipated that 80% of traffic will enter/exit the site from the north utilizing Fender Lane or County Road 102 and 20% will utilize Sunset Lane to/from Harmony Lane. At the Fender Lane/County Road 102 and Harmony Lane intersection, 40% is anticipated to enter/exit to the west along County Road 102, and the remaining 40% is anticipated to enter/exit to the east along Fender Lane. Roadway Impacts: Article 7 Division 1 Standard 7-107 Access and Roadways of the Garfield County Land Use and Development Code8 specify roadway standards, shown in Table 3. Table 3: Garfield County Roadway Standards9 8 Garfield County, Colorado Land Use and Development Code, May 11, 2020. 9 Garfield County, Colorado Land Use and Development Code, Table 7-107: Roadway Standards, page 7-4, May 11,2020 Page 12 of 16 Existing Traffic Existing traffic volumes require Semi Primitive design standards per Garfield County Roadway Standards on Harmony Lane. Project Traffic Existing traffic plus traffic generated from the project yields the total traffic expected on the surrounding roadways, shown in Table 4. Table 4: Total Traffic Roadway Name Existing Traffic (vpd) Project Traffic (vpd) Total Traffic (vpd) Harmony Lane 76 168 244 Sunset Lane 85 42 127 Paseo Dr 491 42 533 Harmony Lane will be required to meet Secondary Access design standards per Garfield County Roadway Standards with the addition of project traffic. Total Project Traffic The term total traffic is used in the analysis. When the trip generation expected for this site is applied to the estimated trip distribution, the result is the anticipated assignment of trips on the roadway system. The Year 2021 total traffic is the sum of Year 2021 existing traffic with the anticipated assignment. Total traffic volumes are shown in Figure 6. M1491 GWS El Jebel, CO DRAFT - FOR INTERNAL USE ONLY Figure 6: Year 2021 Total Traffic Project Number Prepared By Ascendigo Ranch 3/17/2021 Turning Movements LEGEND: Directional Distribution = Inbound% (Outbound %) AM/PM/SAT Volumes =XX/XX/XX VPH (in PCEs) 52/51 6/2 8/3 50/50 4/95/101 6/15 2/4 3/13/32/313/22 1/3 6/4 0/03/24/70/03 Page 14 of 16 Highway Segment Level of Service The Level of Service (LOS) was calculated for one segment on each roadway: Harmony Lane, Sunset Lane and Paseo Drive using Highway Capacity Manual 2010 (HCM) methodology. Calculations are enclosed at the end of the memorandum. The results for the highway segment analysis for each roadway is described below. Class II highways are defined as highways where motorists do not necessarily expect to travel at high speeds, and Class III highways generally serve moderately developed areas. Class II uses the Percent of Time Spent Following (PTSF) as its indicator, and Class II uses a Percent of Free Flow Speed (PFFS). Both Class II and Class III are represented here as they each offer valuable insight to the level of service anticipated along these roadway segments. Harmony Lane: The LOS for the Harmony Lane segment north of the project site and south of Fender Lane is shown in Table 5. Table 5: Harmony Lane Highway Segment Level of Service (PM) Scenario Harmony Lane between Site Access and Fender Lane Class II Highways PTSF (%)1 Class III Highways PFFS (%)1 Northbound Southbound Northbound Southbound 2021 Background Traffic A (25%) A (29%) B (91%) B (91%) 2021 Total Traffic B (40%) A (11%) B (91%) B (91%) As can be seen in Table 5, both northbound and southbound traffic is not expected to have delays with project traffic. Existing traffic conditions with project traffic are below requirements for capacity improvements. Sunset Lane: The LOS for the Sunset Lane segment east of Harmony Lane and west of Paseo Drive is shown in Table 6. Table 6: Sunset Lane Highway Segment Level of Service (PM) Scenario Sunset Lane between Harmony Ln and Paseo Dr Class II Highways PTSF (%)1 Class III Highways PFFS (%)1 Eastbound Westbound Eastbound Westbound 2021 Existing Traffic A (29%) A (25%) B (91%) B (91%) 2021 Total Traffic A (31%) A (31%) B (91%) B (91%) As can be seen in Table 6, both eastbound and westbound traffic is not expected to have delays with project traffic. Existing traffic conditions with project traffic are below requirements for capacity improvements. Page 15 of 16 Paseo Drive: The LOS for the Paseo Drive segment west of Upper Cattle Creek Road and east of Sunset Lane is shown in Table 7. Table 7: Paseo Drive Highway Segment Level of Service (PM) Scenario Paseo Drive between Sunset Ln and Upper Cattle Creek Rd Class II Highways PTSF (%)1 Class III Highways PFFS (%)1 Eastbound Westbound Eastbound Westbound 2021 Background Traffic A (37%) A (24%) B (90%) B (90%) 2021 Total Traffic B (40%) B (40%) B (90%) B (90%) As can be seen in Table 7, both eastbound and westbound traffic is not expected to have delays with project traffic. Existing traffic conditions with project traffic are below requirements for capacity improvements. Access Volumes Site Access: The site plan shows two accesses. The southern access will function as the main access and will be designed to discourage right turn movements onto Harmony Lane. The northern access will have minimal traffic for the caretaker, maintenance staff, and minimal staff or clients. These accesses are approximately 700’ feet apart. Per Garfield County Land Use and Development Codes Article 7 Division 1 Standard 7-107 Access and Roadways “Access to and from the use shall be safe and in conformance with applicable County, State, and Federal access regulations.” Access requirements will defer to the State Highway Access Code (SHAC). Per SHAC §4.4 access spacing should be separated at a minimum by a distance equal to the design sight distance values in table 4-1. The site accesses are adequately separated. Per SHAC §3.12(3) and §3.13(2), “one access shall be granted to each parcel if it does not create a significant safety problem or significantly degrade operation.” It is CDOT’s policy to allow a single access to a property. A secondary emergency access is allowed to commercial properties. The project site is currently divided into 15 parcels. Two access points will provide adequate access for the project. Sight Distance Per the SHAC §4.3, adequate sight distance is required for all accesses. Based upon the equivalent roadway classification of NR-C Non-Rural Arterial or F-R Frontage Road and the assumed speed limit of 20 mph, the minimum sight distance along the highway is 150’ from Table 4 – 1 in the SHAC. No grade adjustment is required based upon inspection of elevations from Google Earth. Based upon the above table, sight distance is met for both accesses. Percentage Impact of Proposed Development: Percentage impact is calculated by taking the proposed site generated traffic volume on Missouri Heights Road (CR 102) and dividing it by the background volume for the same segment. Page 16 of 16 Table 8: Missouri Heights Road (CR 102) Traffic Volume Impacts Analysis Time Background Traffic Site Generated Traffic Total Traffic Site Traffic % of Background AM 103 vph 9 vph 112 vph 8.7% PM 103 vph 9 vph 112 vph 8.7% Daily 1,041 vpd 84 vpd 1,125 vpd 8.1% Note: Background traffic volumes on Missouri Heights Road at Harmony Lane were estimated using Eagle County, CO Traffic Counts The percentage impact of the Ascendigo project is anticipated to be less than 20% of the background traffic on Missouri Heights Road. Summary: The following items summarize the findings:  Speeds from existing traffic are above the posted speed limit on Harmony Lane based upon the 85th percentile speeds. This is independent of the proposed project. The posted speed limit on Harmony Lane is 5 mph lower than the posted speed limit on nearby roads. Evaluating the current speed limit is recommended.  Harmony Lane will require Secondary Access design standards for the combined background and project traffic per Garfield County Land Use and Development Codes.  Per the HCM Segment Analysis, Harmony Lane, Sunset Lane, and Paseo Drive are not expected to have delays with project traffic. All segments are operating at LOS A or B. Existing traffic with project traffic is below requirements for capacity improvements.  The site accesses are adequately separated.  Sight distance is met for both accesses.  The percentage impact of the Ascendigo project is anticipated to be less than 20% of the background traffic on Missouri Heights Road. Please let us know if you have any comments or questions. We look forward to working with you in the future. Sincerely, McDowell Engineering Kari J. McDowell Schroeder, PE, PTOE Senior Traffic / Transportation Engineer Appendix Documents: Traffic Count Data Detailed Operations for Ascendigo ITE Land Use Trip Generation (Provided for Reference) Customized Project Trip Generation Customized Project Trip Generation – Events (Provided for Reference) Road Segment HCM Calculations Location: Count Direction: Date Range: Site Code: Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume Northbound 0 14 10 0 13 0 0 0 0 0 0 0 0 37 Percent 0.0%37.8%27.0%0.0%35.1%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% Southbound 0 20 11 0 8 0 0 0 0 0 0 0 0 39 Percent 0.0%51.3%28.2%0.0%20.5%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% Total 0 34 21 0 21 0 0 0 0 0 0 0 0 76 Percent 0.0%44.7%27.6%0.0%27.6%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% FHWA Vehicle Classification Class 1 - Motorcycles Class 8 - Four or Fewer Axle Single-Trailer Trucks Class 2 - Passenger Cars Class 9 - Five-Axle Single-Trailer Trucks Class 3 - Other Two-Axle, Four-Tire Single Unit Vehicles Class 10 - Six or More Axle Single-Trailer Trucks Class 4 - Buses Class 11 - Five or fewer Axle Multi-Trailer Trucks Class 5 - Two-Axle, Six-Tire, Single-Unit Trucks Class 12 - Six-Axle Multi-Trailer Trucks Class 6 - Three-Axle Single-Unit Trucks Class 13 - Seven or More Axle Multi-Trailer Trucks Class 7 - Four or More Axle Single-Unit Trucks Vehicle Classification Report Summary FHWA Vehicle Classification Study Total HARMONY LN N/O WIND RIVER RD Northbound / Southbound 11/4/2020 to 11/4/2020 01 Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 1 Location:HARMONY LN N/O WIND RIVER RD Date Range:11/4/2020 to 11/4/2020 Site Code:01 Northbound Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 9:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 10:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 12:00 PM 0 1 3 0 1 0 0 0 0 0 0 0 0 5 1:00 PM 0 1 0 0 4 0 0 0 0 0 0 0 0 5 2:00 PM 0 1 5 0 0 0 0 0 0 0 0 0 0 6 3:00 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 4 4:00 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 5:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 6:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 14 10 0 13 0 0 0 0 0 0 0 0 37 Percent 0.0%37.8%27.0%0.0%35.1%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Wednesday, November 4, 2020 FHWA Vehicle Classification Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 2 Location:HARMONY LN N/O WIND RIVER RD Date Range:11/4/2020 to 11/4/2020 Site Code:01 Southbound Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 8:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 9:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 1 2 0 1 0 0 0 0 0 0 0 0 4 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 4 1 0 2 0 0 0 0 0 0 0 0 7 1:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 2:00 PM 0 1 5 0 1 0 0 0 0 0 0 0 0 7 3:00 PM 0 2 1 0 2 0 0 0 0 0 0 0 0 5 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 20 11 0 8 0 0 0 0 0 0 0 0 39 Percent 0.0%51.3%28.2%0.0%20.5%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Wednesday, November 4, 2020 FHWA Vehicle Classification Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 3 Location:HARMONY LN N/O WIND RIVER RD Date Range:11/4/2020 to 11/4/2020 Site Code:01 Total Study Average Northbound Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 9:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 10:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 12:00 PM 0 1 3 0 1 0 0 0 0 0 0 0 0 5 1:00 PM 0 1 0 0 4 0 0 0 0 0 0 0 0 5 2:00 PM 0 1 5 0 0 0 0 0 0 0 0 0 0 6 3:00 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 4 4:00 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 5:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 6:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 14 10 0 13 0 0 0 0 0 0 0 0 37 Percent 0.0%37.8%27.0%0.0%35.1%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. FHWA Vehicle Classification Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 4 Location:HARMONY LN N/O WIND RIVER RD Date Range:11/4/2020 to 11/4/2020 Site Code:01 Total Study Average Southbound Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 8:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 9:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 1 2 0 1 0 0 0 0 0 0 0 0 4 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 4 1 0 2 0 0 0 0 0 0 0 0 7 1:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 2:00 PM 0 1 5 0 1 0 0 0 0 0 0 0 0 7 3:00 PM 0 2 1 0 2 0 0 0 0 0 0 0 0 5 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 20 11 0 8 0 0 0 0 0 0 0 0 39 Percent 0.0%51.3%28.2%0.0%20.5%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. FHWA Vehicle Classification Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 5 Location:HARMONY LN N/O WIND RIVER RD Date Range:11/4/2020 to 11/4/2020 Site Code:01 3-Day (Tuesday - Thursday) Average Northbound Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 9:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 10:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 12:00 PM 0 1 3 0 1 0 0 0 0 0 0 0 0 5 1:00 PM 0 1 0 0 4 0 0 0 0 0 0 0 0 5 2:00 PM 0 1 5 0 0 0 0 0 0 0 0 0 0 6 3:00 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 4 4:00 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 5:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 6:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 14 10 0 13 0 0 0 0 0 0 0 0 37 Percent 0.0%37.8%27.0%0.0%35.1%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% FHWA Vehicle Classification Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 6 Location:HARMONY LN N/O WIND RIVER RD Date Range:11/4/2020 to 11/4/2020 Site Code:01 3-Day (Tuesday - Thursday) Average Southbound Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 8:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 9:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 1 2 0 1 0 0 0 0 0 0 0 0 4 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 4 1 0 2 0 0 0 0 0 0 0 0 7 1:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 2:00 PM 0 1 5 0 1 0 0 0 0 0 0 0 0 7 3:00 PM 0 2 1 0 2 0 0 0 0 0 0 0 0 5 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 20 11 0 8 0 0 0 0 0 0 0 0 39 Percent 0.0%51.3%28.2%0.0%20.5%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% FHWA Vehicle Classification Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 7 Location:HARMONY LN N/O WIND RIVER RD Count Direction:Northbound / Southbound Date Range:11/4/2020 to 11/4/2020 Site Code:01 Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume Northbound 1 7 10 11 8 0 0 0 0 0 0 0 0 0 0 0 0 37 Percent 2.7%18.9%27.0%29.7%21.6%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% Southbound 2 3 10 14 6 3 1 0 0 0 0 0 0 0 0 0 0 39 Percent 5.1%7.7%25.6%35.9%15.4%7.7%2.6%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% Total 3 10 20 25 14 3 1 0 0 0 0 0 0 0 0 0 0 76 Percent 3.9%13.2%26.3%32.9%18.4%3.9%1.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% Northbound Northbound 50th Percentile (Median)20.0 mph Mean (Average) Speed 19.5 mph 26.4 mph 10 mph Pace 11.1 - 21.1 mph 29.7 mph Percent in Pace 59.5 % Southbound Southbound 50th Percentile (Median)21.7 mph Mean (Average) Speed 21.8 mph 28.7 mph 10 mph Pace 15.9 - 25.9 mph 32.7 mph Percent in Pace 69.2 % 85th Percentile 95th Percentile 85th Percentile 95th Percentile Vehicle Speed Report Summary Study Total Speed Range (mph) Total Study Percentile Speed Summary Total Study Speed Statistics Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 1 Location:HARMONY LN N/O WIND RIVER RD Date Range:11/4/2020 to 11/4/2020 Site Code:01 Northbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00 AM 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 12:00 PM 0 1 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 5 1:00 PM 0 2 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 5 2:00 PM 0 1 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 6 3:00 PM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 4:00 PM 1 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 4 5:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 6:00 PM 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 4 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 7 10 11 8 0 0 0 0 0 0 0 0 0 0 0 0 37 Percent 2.7%18.9%27.0%29.7%21.6%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)20.0 mph Mean (Average) Speed 19.5 mph 85th Percentile 26.4 mph 10 mph Pace mph 95th Percentile 29.7 mph Percent in Pace 59.5 % Speed StatisticsDaily Percentile Speed Summary Wednesday, November 4, 2020 Speed Range (mph) 11.1 - 21.1 Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 2 Location:HARMONY LN N/O WIND RIVER RD Date Range:11/4/2020 to 11/4/2020 Site Code:01 Southbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 2 1 0 1 0 0 0 0 0 0 0 0 0 0 4 8:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 1 2 2 1 1 0 0 0 0 0 0 0 0 0 0 0 7 1:00 PM 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0 3 2:00 PM 1 1 2 1 2 0 0 0 0 0 0 0 0 0 0 0 0 7 3:00 PM 0 0 1 3 1 0 0 0 0 0 0 0 0 0 0 0 0 5 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 4 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 2 3 10 14 6 3 1 0 0 0 0 0 0 0 0 0 0 39 Percent 5.1%7.7%25.6%35.9%15.4%7.7%2.6%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)21.7 mph Mean (Average) Speed 21.8 mph 85th Percentile 28.7 mph 10 mph Pace mph 95th Percentile 32.7 mph Percent in Pace 69.23 % 15.9 - 25.9 Wednesday, November 4, 2020 Speed Range (mph) Daily Percentile Speed Summary Speed Statistics Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 3 Location:HARMONY LN N/O WIND RIVER RD Date Range:11/4/2020 to 11/4/2020 Site Code:01 Northbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00 AM 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 12:00 PM 0 1 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 5 1:00 PM 0 2 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 5 2:00 PM 0 1 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 6 3:00 PM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 4:00 PM 1 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 4 5:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 6:00 PM 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 4 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 7 10 11 8 0 0 0 0 0 0 0 0 0 0 0 0 37 Percent 2.7%18.9%27.0%29.7%21.6%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median)20.0 mph Mean (Average) Speed 19.5 mph 85th Percentile 26.4 mph 10 mph Pace 11.1 - 21.1 mph 95th Percentile 29.7 mph Percent in Pace 59.5 % Speed Range (mph) Total Study Average Total Study Percentile Speed Summary Total Study Speed Statistics Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 4 Location:HARMONY LN N/O WIND RIVER RD Date Range:11/4/2020 to 11/4/2020 Site Code:01 Southbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 2 1 0 1 0 0 0 0 0 0 0 0 0 0 4 8:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 1 2 2 1 1 0 0 0 0 0 0 0 0 0 0 0 7 1:00 PM 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0 3 2:00 PM 1 1 2 1 2 0 0 0 0 0 0 0 0 0 0 0 0 7 3:00 PM 0 0 1 3 1 0 0 0 0 0 0 0 0 0 0 0 0 5 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 4 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 2 3 10 14 6 3 1 0 0 0 0 0 0 0 0 0 0 39 Percent 5.1%7.7%25.6%35.9%15.4%7.7%2.6%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median)21.7 mph Mean (Average) Speed 21.8 mph 85th Percentile 28.7 mph 10 mph Pace 15.9 - 25.9 mph 95th Percentile 32.7 mph Percent in Pace 69.2 % Speed Range (mph) Total Study Average Total Study Percentile Speed Summary Total Study Speed Statistics Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 5 Location:HARMONY LN N/O WIND RIVER RD Date Range:11/4/2020 - 11/10/2020 Site Code:01 Time NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 0 0 0 ------------------0 0 0 1:00 AM 0 0 0 ------------------0 0 0 2:00 AM 0 0 0 ------------------0 0 0 3:00 AM 0 0 0 ------------------0 0 0 4:00 AM 0 0 0 ------------------0 0 0 5:00 AM 1 0 1 ------------------1 0 1 6:00 AM 0 0 0 ------------------0 0 0 7:00 AM 0 4 4 ------------------0 4 4 8:00 AM 1 1 2 ------------------1 1 2 9:00 AM 1 2 3 ------------------1 2 3 10:00 AM 1 4 5 ------------------1 4 5 11:00 AM 3 0 3 ------------------3 0 3 12:00 PM 5 7 12 ------------------5 7 12 1:00 PM 5 3 8 ------------------5 3 8 2:00 PM 6 7 13 ------------------6 7 13 3:00 PM 4 5 9 ------------------4 5 9 4:00 PM 4 0 4 ------------------4 0 4 5:00 PM 2 0 2 ------------------2 0 2 6:00 PM 4 1 5 ------------------4 1 5 7:00 PM 0 1 1 ------------------0 1 1 8:00 PM 0 4 4 ------------------0 4 4 9:00 PM 0 0 0 ------------------0 0 0 10:00 PM 0 0 0 ------------------0 0 0 11:00 PM 0 0 0 ------------------0 0 0 Total 37 39 76 ------------------37 39 76 Percent 49%51%-------------------49%51%- 1. Mid-week average includes data between Tuesday and Thursday. Wednesday Thursday Friday 11/5/202011/4/2020 Mid-Week Average11/6/2020 Saturday Sunday Monday Tuesday 11/10/202011/9/202011/8/202011/7/2020 Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 1 Location: Count Direction: Date Range: Site Code: Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume Eastbound 0 28 7 1 6 0 0 0 0 0 0 0 0 42 Percent 0.0%66.7%16.7%2.4%14.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% Westbound 0 10 22 0 10 1 0 0 0 0 0 0 0 43 Percent 0.0%23.3%51.2%0.0%23.3%2.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% Total 0 38 29 1 16 1 0 0 0 0 0 0 0 85 Percent 0.0%44.7%34.1%1.2%18.8%1.2%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% FHWA Vehicle Classification Class 1 - Motorcycles Class 8 - Four or Fewer Axle Single-Trailer Trucks Class 2 - Passenger Cars Class 9 - Five-Axle Single-Trailer Trucks Class 3 - Other Two-Axle, Four-Tire Single Unit Vehicles Class 10 - Six or More Axle Single-Trailer Trucks Class 4 - Buses Class 11 - Five or fewer Axle Multi-Trailer Trucks Class 5 - Two-Axle, Six-Tire, Single-Unit Trucks Class 12 - Six-Axle Multi-Trailer Trucks Class 6 - Three-Axle Single-Unit Trucks Class 13 - Seven or More Axle Multi-Trailer Trucks Class 7 - Four or More Axle Single-Unit Trucks Vehicle Classification Report Summary FHWA Vehicle Classification Study Total SUNSET LN W/O VAQUERO RD Eastbound / Westbound 11/3/2020 to 11/4/2020 02 Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 1 Location:SUNSET LN W/O VAQUERO RD Date Range:11/3/2020 to 11/4/2020 Site Code:02 Eastbound Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 4 0 0 1 0 0 0 0 0 0 0 0 5 5:00 PM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 6:00 PM 0 2 1 0 2 0 0 0 0 0 0 0 0 5 7:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 14 4 0 3 0 0 0 0 0 0 0 0 21 Percent 0.0%66.7%19.0%0.0%14.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Tuesday, November 3, 2020 FHWA Vehicle Classification Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 2 Location:SUNSET LN W/O VAQUERO RD Date Range:11/3/2020 to 11/4/2020 Site Code:02 Westbound Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 2 2 0 1 0 0 0 0 0 0 0 0 5 5:00 PM 0 0 2 0 2 0 0 0 0 0 0 0 0 4 6:00 PM 0 1 3 0 0 0 0 0 0 0 0 0 0 4 7:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 5 8 0 3 0 0 0 0 0 0 0 0 16 Percent 0.0%31.3%50.0%0.0%18.8%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Tuesday, November 3, 2020 FHWA Vehicle Classification Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 3 Location:SUNSET LN W/O VAQUERO RD Date Range:11/3/2020 to 11/4/2020 Site Code:02 Eastbound Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 6 0 0 1 0 0 0 0 0 0 0 0 7 9:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:00 AM 0 1 2 0 2 0 0 0 0 0 0 0 0 5 12:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 1 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 14 3 1 3 0 0 0 0 0 0 0 0 21 Percent 0.0%66.7%14.3%4.8%14.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Wednesday, November 4, 2020 FHWA Vehicle Classification Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 4 Location:SUNSET LN W/O VAQUERO RD Date Range:11/3/2020 to 11/4/2020 Site Code:02 Westbound Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 6:00 AM 0 1 2 0 2 0 0 0 0 0 0 0 0 5 7:00 AM 0 3 2 0 1 0 0 0 0 0 0 0 0 6 8:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 9:00 AM 0 0 3 0 1 0 0 0 0 0 0 0 0 4 10:00 AM 0 0 1 0 1 1 0 0 0 0 0 0 0 3 11:00 AM 0 0 4 0 1 0 0 0 0 0 0 0 0 5 12:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 5 14 0 7 1 0 0 0 0 0 0 0 27 Percent 0.0%18.5%51.9%0.0%25.9%3.7%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Wednesday, November 4, 2020 FHWA Vehicle Classification Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 5 Location:SUNSET LN W/O VAQUERO RD Date Range:11/3/2020 to 11/4/2020 Site Code:02 Total Study Average Eastbound Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 3 0 0 1 0 0 0 0 0 0 0 0 4 9:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 12:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 1 4:00 PM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 5:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 6:00 PM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 7:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 18 5 1 4 0 0 0 0 0 0 0 0 28 Percent 0.0%64.3%17.9%3.6%14.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. FHWA Vehicle Classification Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 6 Location:SUNSET LN W/O VAQUERO RD Date Range:11/3/2020 to 11/4/2020 Site Code:02 Total Study Average Westbound Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 6:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 7:00 AM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 8:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 9:00 AM 0 0 2 0 1 0 0 0 0 0 0 0 0 3 10:00 AM 0 0 1 0 1 1 0 0 0 0 0 0 0 3 11:00 AM 0 0 2 0 1 0 0 0 0 0 0 0 0 3 12:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 5:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 2 6:00 PM 0 1 2 0 0 0 0 0 0 0 0 0 0 3 7:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 7 14 0 8 1 0 0 0 0 0 0 0 30 Percent 0.0%23.3%46.7%0.0%26.7%3.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. FHWA Vehicle Classification Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 7 Location:SUNSET LN W/O VAQUERO RD Date Range:11/3/2020 to 11/4/2020 Site Code:02 3-Day (Tuesday - Thursday) Average Eastbound Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 4 0 0 1 0 0 0 0 0 0 0 0 5 5:00 PM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 6:00 PM 0 2 1 0 2 0 0 0 0 0 0 0 0 5 7:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 14 4 0 3 0 0 0 0 0 0 0 0 21 Percent 0.0%66.7%19.0%0.0%14.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% FHWA Vehicle Classification Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 8 Location:SUNSET LN W/O VAQUERO RD Date Range:11/3/2020 to 11/4/2020 Site Code:02 3-Day (Tuesday - Thursday) Average Westbound Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 2 2 0 1 0 0 0 0 0 0 0 0 5 5:00 PM 0 0 2 0 2 0 0 0 0 0 0 0 0 4 6:00 PM 0 1 3 0 0 0 0 0 0 0 0 0 0 4 7:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 5 8 0 3 0 0 0 0 0 0 0 0 16 Percent 0.0%31.3%50.0%0.0%18.8%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% FHWA Vehicle Classification Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 9 Location:SUNSET LN W/O VAQUERO RD Count Direction:Eastbound / Westbound Date Range:11/3/2020 to 11/4/2020 Site Code:02 Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume Eastbound 0 8 11 8 10 4 0 0 1 0 0 0 0 0 0 0 0 42 Percent 0.0%19.0%26.2%19.0%23.8%9.5%0.0%0.0%2.4%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% Westbound 2 10 17 7 6 1 0 0 0 0 0 0 0 0 0 0 0 43 Percent 4.7%23.3%39.5%16.3%14.0%2.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% Total 2 18 28 15 16 5 0 0 1 0 0 0 0 0 0 0 0 85 Percent 2.4%21.2%32.9%17.6%18.8%5.9%0.0%0.0%1.2%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% Eastbound Eastbound 50th Percentile (Median)22.3 mph Mean (Average) Speed 22.1 mph 29.6 mph 10 mph Pace 14.7 - 24.7 mph 34.5 mph Percent in Pace 50.0 % Westbound Westbound 50th Percentile (Median)17.4 mph Mean (Average) Speed 18.2 mph 25.8 mph 10 mph Pace 12.8 - 22.8 mph 29.1 mph Percent in Pace 74.4 % 85th Percentile 95th Percentile 85th Percentile 95th Percentile Vehicle Speed Report Summary Study Total Speed Range (mph) Total Study Percentile Speed Summary Total Study Speed Statistics Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 1 Location:SUNSET LN W/O VAQUERO RD Date Range:11/3/2020 to 11/4/2020 Site Code:02 Eastbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5:00 PM 0 1 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 4 6:00 PM 0 2 1 0 1 0 0 0 1 0 0 0 0 0 0 0 0 5 7:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 5 7 3 4 1 0 0 1 0 0 0 0 0 0 0 0 21 Percent 0.0%23.8%33.3%14.3%19.0%4.8%0.0%0.0%4.8%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)18.6 mph Mean (Average) Speed 21.4 mph 85th Percentile 29.7 mph 10 mph Pace mph 95th Percentile 46.8 mph Percent in Pace 57.1 % Speed StatisticsDaily Percentile Speed Summary Tuesday, November 3, 2020 Speed Range (mph) 8.8 - 18.8 Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 2 Location:SUNSET LN W/O VAQUERO RD Date Range:11/3/2020 to 11/4/2020 Site Code:02 Westbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 1 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5:00 PM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 6:00 PM 0 0 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 4 7:00 PM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 3 6 2 3 1 0 0 0 0 0 0 0 0 0 0 0 16 Percent 6.3%18.8%37.5%12.5%18.8%6.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)16.8 mph Mean (Average) Speed 19.1 mph 85th Percentile 28.3 mph 10 mph Pace mph 95th Percentile 30.4 mph Percent in Pace 68.75 % 11.2 - 21.2 Tuesday, November 3, 2020 Speed Range (mph) Daily Percentile Speed Summary Speed Statistics Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 3 Location:SUNSET LN W/O VAQUERO RD Date Range:11/3/2020 to 11/4/2020 Site Code:02 Eastbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 0 1 2 3 1 0 0 0 0 0 0 0 0 0 0 0 7 9:00 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00 AM 0 0 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 5 12:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 3 4 5 6 3 0 0 0 0 0 0 0 0 0 0 0 21 Percent 0.0%14.3%19.0%23.8%28.6%14.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)23.5 mph Mean (Average) Speed 22.7 mph 85th Percentile 29.6 mph 10 mph Pace mph 95th Percentile 34.2 mph Percent in Pace 66.7 % Wednesday, November 4, 2020 Speed Range (mph) Daily Percentile Speed Summary Speed Statistics 17.3 - 27.3 Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 4 Location:SUNSET LN W/O VAQUERO RD Date Range:11/3/2020 to 11/4/2020 Site Code:02 Westbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 7:00 AM 0 0 2 2 2 0 0 0 0 0 0 0 0 0 0 0 0 6 8:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 AM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 10:00 AM 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 11:00 AM 0 2 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5 12:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 7 11 5 3 0 0 0 0 0 0 0 0 0 0 0 0 27 Percent 3.7%25.9%40.7%18.5%11.1%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)17.8 mph Mean (Average) Speed 17.6 mph 85th Percentile 22.5 mph 10 mph Pace mph 95th Percentile 26.0 mph Percent in Pace 77.78 % Speed Statistics 12.8 - 22.8 Wednesday, November 4, 2020 Speed Range (mph) Daily Percentile Speed Summary Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 5 Location:SUNSET LN W/O VAQUERO RD Date Range:11/3/2020 to 11/4/2020 Site Code:02 Eastbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 0 1 1 2 1 0 0 0 0 0 0 0 0 0 0 0 5 9:00 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00 AM 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 3 12:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 PM 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:00 PM 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 6:00 PM 0 1 1 0 1 0 0 0 1 0 0 0 0 0 0 0 0 4 7:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 7 8 5 9 4 0 0 1 0 0 0 0 0 0 0 0 34 Percent 0.0%20.6%23.5%14.7%26.5%11.8%0.0%0.0%2.9%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median)22.3 mph Mean (Average) Speed 22.1 mph 85th Percentile 29.6 mph 10 mph Pace 14.7 - 24.7 mph 95th Percentile 34.5 mph Percent in Pace 50.0 % Speed Range (mph) Total Study Average Total Study Percentile Speed Summary Total Study Speed Statistics Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 6 Location:SUNSET LN W/O VAQUERO RD Date Range:11/3/2020 to 11/4/2020 Site Code:02 Westbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 7:00 AM 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 3 8:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 10:00 AM 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 11:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 12:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 5:00 PM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 6:00 PM 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 7:00 PM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 2 8 11 6 4 1 0 0 0 0 0 0 0 0 0 0 0 32 Percent 6.3%25.0%34.4%18.8%12.5%3.1%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median)17.4 mph Mean (Average) Speed 18.2 mph 85th Percentile 25.8 mph 10 mph Pace 12.8 - 22.8 mph 95th Percentile 29.1 mph Percent in Pace 74.4 % Speed Range (mph) Total Study Average Total Study Percentile Speed Summary Total Study Speed Statistics Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 7 Location:SUNSET LN W/O VAQUERO RD Date Range:11/3/2020 - 11/9/2020 Site Code:02 Time EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 0 0 0 0 0 0 ---------------0 0 0 1:00 AM 0 0 0 0 0 0 ---------------0 0 0 2:00 AM 0 0 0 0 0 0 ---------------0 0 0 3:00 AM 0 0 0 1 1 2 ---------------1 1 1 4:00 AM 0 0 0 0 0 0 ---------------0 0 0 5:00 AM 0 0 0 0 1 1 ---------------0 1 1 6:00 AM 0 0 0 1 5 6 ---------------1 3 3 7:00 AM 0 0 0 1 6 7 ---------------1 3 4 8:00 AM 0 0 0 7 1 8 ---------------4 1 4 9:00 AM 0 0 0 2 4 6 ---------------1 2 3 10:00 AM 0 0 0 1 3 4 ---------------1 2 2 11:00 AM 0 0 0 5 5 10 ---------------3 3 5 12:00 PM 0 0 0 1 1 2 ---------------1 1 1 1:00 PM 0 0 0 1 0 1 ---------------1 0 1 2:00 PM 0 0 0 0 0 0 ---------------0 0 0 3:00 PM 0 0 0 1 0 1 ---------------1 0 1 4:00 PM 5 5 10 0 0 0 ---------------3 3 5 5:00 PM 4 4 8 0 0 0 ---------------2 2 4 6:00 PM 5 4 9 0 0 0 ---------------3 2 5 7:00 PM 2 2 4 0 0 0 ---------------1 1 2 8:00 PM 1 0 1 0 0 0 ---------------1 0 1 9:00 PM 2 0 2 0 0 0 ---------------1 0 1 10:00 PM 2 1 3 0 0 0 ---------------1 1 2 11:00 PM 0 0 0 0 0 0 ---------------0 0 0 Total 21 16 37 21 27 48 ---------------21 22 43 Percent 57%43%-44%56%----------------49%51%- 1. Mid-week average includes data between Tuesday and Thursday. Tuesday Wednesday Thursday 11/4/202011/3/2020 Mid-Week Average11/5/2020 Friday Saturday Sunday Monday 11/9/202011/8/202011/7/202011/6/2020 Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 1 Location: Count Direction: Date Range: Site Code: Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume Eastbound 1 147 47 1 39 0 0 0 0 0 0 0 0 235 Percent 0.4%62.6%20.0%0.4%16.6%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% Westbound 0 177 61 1 16 1 0 0 0 0 0 0 0 256 Percent 0.0%69.1%23.8%0.4%6.3%0.4%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% Total 1 324 108 2 55 1 0 0 0 0 0 0 0 491 Percent 0.2%66.0%22.0%0.4%11.2%0.2%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% FHWA Vehicle Classification Class 1 - Motorcycles Class 8 - Four or Fewer Axle Single-Trailer Trucks Class 2 - Passenger Cars Class 9 - Five-Axle Single-Trailer Trucks Class 3 - Other Two-Axle, Four-Tire Single Unit Vehicles Class 10 - Six or More Axle Single-Trailer Trucks Class 4 - Buses Class 11 - Five or fewer Axle Multi-Trailer Trucks Class 5 - Two-Axle, Six-Tire, Single-Unit Trucks Class 12 - Six-Axle Multi-Trailer Trucks Class 6 - Three-Axle Single-Unit Trucks Class 13 - Seven or More Axle Multi-Trailer Trucks Class 7 - Four or More Axle Single-Unit Trucks Vehicle Classification Report Summary FHWA Vehicle Classification Study Total PASEO E/O CABALLO ST Eastbound / Westbound 11/4/2020 to 11/4/2020 03 Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 1 Location:PASEO E/O CABALLO ST Date Range:11/4/2020 to 11/4/2020 Site Code:03 Eastbound Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 8:00 AM 0 10 2 0 5 0 0 0 0 0 0 0 0 17 9:00 AM 0 12 3 0 4 0 0 0 0 0 0 0 0 19 10:00 AM 0 7 2 0 0 0 0 0 0 0 0 0 0 9 11:00 AM 0 6 2 0 3 0 0 0 0 0 0 0 0 11 12:00 PM 0 8 1 0 3 0 0 0 0 0 0 0 0 12 1:00 PM 0 11 3 0 4 0 0 0 0 0 0 0 0 18 2:00 PM 0 12 5 0 0 0 0 0 0 0 0 0 0 17 3:00 PM 1 14 4 1 3 0 0 0 0 0 0 0 0 23 4:00 PM 0 18 7 0 7 0 0 0 0 0 0 0 0 32 5:00 PM 0 24 8 0 6 0 0 0 0 0 0 0 0 38 6:00 PM 0 11 4 0 3 0 0 0 0 0 0 0 0 18 7:00 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 6 8:00 PM 0 6 0 0 1 0 0 0 0 0 0 0 0 7 9:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 147 47 1 39 0 0 0 0 0 0 0 0 235 Percent 0.4%62.6%20.0%0.4%16.6%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Wednesday, November 4, 2020 FHWA Vehicle Classification Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 2 Location:PASEO E/O CABALLO ST Date Range:11/4/2020 to 11/4/2020 Site Code:03 Westbound Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 6:00 AM 0 9 11 0 1 0 0 0 0 0 0 0 0 21 7:00 AM 0 15 9 0 2 0 0 0 0 0 0 0 0 26 8:00 AM 0 23 2 0 1 0 0 0 0 0 0 0 0 26 9:00 AM 0 17 7 0 1 0 0 0 0 0 0 0 0 25 10:00 AM 0 13 2 0 2 1 0 0 0 0 0 0 0 18 11:00 AM 0 14 2 0 0 0 0 0 0 0 0 0 0 16 12:00 PM 0 13 5 0 2 0 0 0 0 0 0 0 0 20 1:00 PM 0 9 4 0 1 0 0 0 0 0 0 0 0 14 2:00 PM 0 21 3 0 2 0 0 0 0 0 0 0 0 26 3:00 PM 0 7 4 0 1 0 0 0 0 0 0 0 0 12 4:00 PM 0 16 5 1 1 0 0 0 0 0 0 0 0 23 5:00 PM 0 11 4 0 1 0 0 0 0 0 0 0 0 16 6:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 7:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 177 61 1 16 1 0 0 0 0 0 0 0 256 Percent 0.0%69.1%23.8%0.4%6.3%0.4%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Wednesday, November 4, 2020 FHWA Vehicle Classification Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 3 Location:PASEO E/O CABALLO ST Date Range:11/4/2020 to 11/4/2020 Site Code:03 Total Study Average Eastbound Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 8:00 AM 0 10 2 0 5 0 0 0 0 0 0 0 0 17 9:00 AM 0 12 3 0 4 0 0 0 0 0 0 0 0 19 10:00 AM 0 7 2 0 0 0 0 0 0 0 0 0 0 9 11:00 AM 0 6 2 0 3 0 0 0 0 0 0 0 0 11 12:00 PM 0 8 1 0 3 0 0 0 0 0 0 0 0 12 1:00 PM 0 11 3 0 4 0 0 0 0 0 0 0 0 18 2:00 PM 0 12 5 0 0 0 0 0 0 0 0 0 0 17 3:00 PM 1 14 4 1 3 0 0 0 0 0 0 0 0 23 4:00 PM 0 18 7 0 7 0 0 0 0 0 0 0 0 32 5:00 PM 0 24 8 0 6 0 0 0 0 0 0 0 0 38 6:00 PM 0 11 4 0 3 0 0 0 0 0 0 0 0 18 7:00 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 6 8:00 PM 0 6 0 0 1 0 0 0 0 0 0 0 0 7 9:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 147 47 1 39 0 0 0 0 0 0 0 0 235 Percent 0.4%62.6%20.0%0.4%16.6%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. FHWA Vehicle Classification Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 4 Location:PASEO E/O CABALLO ST Date Range:11/4/2020 to 11/4/2020 Site Code:03 Total Study Average Westbound Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 6:00 AM 0 9 11 0 1 0 0 0 0 0 0 0 0 21 7:00 AM 0 15 9 0 2 0 0 0 0 0 0 0 0 26 8:00 AM 0 23 2 0 1 0 0 0 0 0 0 0 0 26 9:00 AM 0 17 7 0 1 0 0 0 0 0 0 0 0 25 10:00 AM 0 13 2 0 2 1 0 0 0 0 0 0 0 18 11:00 AM 0 14 2 0 0 0 0 0 0 0 0 0 0 16 12:00 PM 0 13 5 0 2 0 0 0 0 0 0 0 0 20 1:00 PM 0 9 4 0 1 0 0 0 0 0 0 0 0 14 2:00 PM 0 21 3 0 2 0 0 0 0 0 0 0 0 26 3:00 PM 0 7 4 0 1 0 0 0 0 0 0 0 0 12 4:00 PM 0 16 5 1 1 0 0 0 0 0 0 0 0 23 5:00 PM 0 11 4 0 1 0 0 0 0 0 0 0 0 16 6:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 7:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 177 61 1 16 1 0 0 0 0 0 0 0 256 Percent 0.0%69.1%23.8%0.4%6.3%0.4%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. FHWA Vehicle Classification Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 5 Location:PASEO E/O CABALLO ST Date Range:11/4/2020 to 11/4/2020 Site Code:03 3-Day (Tuesday - Thursday) Average Eastbound Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 8:00 AM 0 10 2 0 5 0 0 0 0 0 0 0 0 17 9:00 AM 0 12 3 0 4 0 0 0 0 0 0 0 0 19 10:00 AM 0 7 2 0 0 0 0 0 0 0 0 0 0 9 11:00 AM 0 6 2 0 3 0 0 0 0 0 0 0 0 11 12:00 PM 0 8 1 0 3 0 0 0 0 0 0 0 0 12 1:00 PM 0 11 3 0 4 0 0 0 0 0 0 0 0 18 2:00 PM 0 12 5 0 0 0 0 0 0 0 0 0 0 17 3:00 PM 1 14 4 1 3 0 0 0 0 0 0 0 0 23 4:00 PM 0 18 7 0 7 0 0 0 0 0 0 0 0 32 5:00 PM 0 24 8 0 6 0 0 0 0 0 0 0 0 38 6:00 PM 0 11 4 0 3 0 0 0 0 0 0 0 0 18 7:00 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 6 8:00 PM 0 6 0 0 1 0 0 0 0 0 0 0 0 7 9:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 147 47 1 39 0 0 0 0 0 0 0 0 235 Percent 0.4%62.6%20.0%0.4%16.6%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% FHWA Vehicle Classification Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 6 Location:PASEO E/O CABALLO ST Date Range:11/4/2020 to 11/4/2020 Site Code:03 3-Day (Tuesday - Thursday) Average Westbound Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 6:00 AM 0 9 11 0 1 0 0 0 0 0 0 0 0 21 7:00 AM 0 15 9 0 2 0 0 0 0 0 0 0 0 26 8:00 AM 0 23 2 0 1 0 0 0 0 0 0 0 0 26 9:00 AM 0 17 7 0 1 0 0 0 0 0 0 0 0 25 10:00 AM 0 13 2 0 2 1 0 0 0 0 0 0 0 18 11:00 AM 0 14 2 0 0 0 0 0 0 0 0 0 0 16 12:00 PM 0 13 5 0 2 0 0 0 0 0 0 0 0 20 1:00 PM 0 9 4 0 1 0 0 0 0 0 0 0 0 14 2:00 PM 0 21 3 0 2 0 0 0 0 0 0 0 0 26 3:00 PM 0 7 4 0 1 0 0 0 0 0 0 0 0 12 4:00 PM 0 16 5 1 1 0 0 0 0 0 0 0 0 23 5:00 PM 0 11 4 0 1 0 0 0 0 0 0 0 0 16 6:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 7:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 177 61 1 16 1 0 0 0 0 0 0 0 256 Percent 0.0%69.1%23.8%0.4%6.3%0.4%0.0%0.0%0.0%0.0%0.0%0.0%0.0% FHWA Vehicle Classification Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 7 Location:PASEO E/O CABALLO ST Count Direction:Eastbound / Westbound Date Range:11/4/2020 to 11/4/2020 Site Code:03 Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume Eastbound 3 10 42 74 80 21 4 1 0 0 0 0 0 0 0 0 0 235 Percent 1.3%4.3%17.9%31.5%34.0%8.9%1.7%0.4%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% Westbound 0 13 40 92 87 22 2 0 0 0 0 0 0 0 0 0 0 256 Percent 0.0%5.1%15.6%35.9%34.0%8.6%0.8%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% Total 3 23 82 166 167 43 6 1 0 0 0 0 0 0 0 0 0 491 Percent 0.6%4.7%16.7%33.8%34.0%8.8%1.2%0.2%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% Eastbound Eastbound 50th Percentile (Median)24.2 mph Mean (Average) Speed 23.9 mph 29.0 mph 10 mph Pace 19.2 - 29.2 mph 32.5 mph Percent in Pace 68.1 % Westbound Westbound 50th Percentile (Median)24.4 mph Mean (Average) Speed 24.1 mph 28.7 mph 10 mph Pace 19.1 - 29.1 mph 31.7 mph Percent in Pace 71.9 % 85th Percentile 95th Percentile 85th Percentile 95th Percentile Vehicle Speed Report Summary Study Total Speed Range (mph) Total Study Percentile Speed Summary Total Study Speed Statistics Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 1 Location:PASEO E/O CABALLO ST Date Range:11/4/2020 to 11/4/2020 Site Code:03 Eastbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8:00 AM 0 0 2 4 9 2 0 0 0 0 0 0 0 0 0 0 0 17 9:00 AM 0 0 6 5 6 2 0 0 0 0 0 0 0 0 0 0 0 19 10:00 AM 0 0 0 2 4 2 0 1 0 0 0 0 0 0 0 0 0 9 11:00 AM 0 0 0 4 6 1 0 0 0 0 0 0 0 0 0 0 0 11 12:00 PM 0 1 2 4 4 1 0 0 0 0 0 0 0 0 0 0 0 12 1:00 PM 1 1 1 6 6 3 0 0 0 0 0 0 0 0 0 0 0 18 2:00 PM 0 0 4 5 7 1 0 0 0 0 0 0 0 0 0 0 0 17 3:00 PM 0 1 2 9 10 1 0 0 0 0 0 0 0 0 0 0 0 23 4:00 PM 0 2 12 13 3 2 0 0 0 0 0 0 0 0 0 0 0 32 5:00 PM 0 4 8 9 13 3 1 0 0 0 0 0 0 0 0 0 0 38 6:00 PM 0 1 2 6 7 2 0 0 0 0 0 0 0 0 0 0 0 18 7:00 PM 0 0 0 3 2 0 1 0 0 0 0 0 0 0 0 0 0 6 8:00 PM 0 0 1 3 3 0 0 0 0 0 0 0 0 0 0 0 0 7 9:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 3 10 42 74 80 21 4 1 0 0 0 0 0 0 0 0 0 235 Percent 1.3%4.3%17.9%31.5%34.0%8.9%1.7%0.4%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)24.2 mph Mean (Average) Speed 23.9 mph 85th Percentile 29.0 mph 10 mph Pace mph 95th Percentile 32.5 mph Percent in Pace 68.1 % Speed StatisticsDaily Percentile Speed Summary Wednesday, November 4, 2020 Speed Range (mph) 19.2 - 29.2 Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 2 Location:PASEO E/O CABALLO ST Date Range:11/4/2020 to 11/4/2020 Site Code:03 Westbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 3 6:00 AM 0 0 4 8 8 1 0 0 0 0 0 0 0 0 0 0 0 21 7:00 AM 0 2 3 8 7 5 1 0 0 0 0 0 0 0 0 0 0 26 8:00 AM 0 0 4 9 11 2 0 0 0 0 0 0 0 0 0 0 0 26 9:00 AM 0 0 3 12 8 2 0 0 0 0 0 0 0 0 0 0 0 25 10:00 AM 0 1 1 7 7 2 0 0 0 0 0 0 0 0 0 0 0 18 11:00 AM 0 1 1 5 8 1 0 0 0 0 0 0 0 0 0 0 0 16 12:00 PM 0 0 4 8 4 3 1 0 0 0 0 0 0 0 0 0 0 20 1:00 PM 0 0 2 6 4 2 0 0 0 0 0 0 0 0 0 0 0 14 2:00 PM 0 3 3 9 10 1 0 0 0 0 0 0 0 0 0 0 0 26 3:00 PM 0 0 3 2 5 2 0 0 0 0 0 0 0 0 0 0 0 12 4:00 PM 0 3 6 8 6 0 0 0 0 0 0 0 0 0 0 0 0 23 5:00 PM 0 2 6 6 2 0 0 0 0 0 0 0 0 0 0 0 0 16 6:00 PM 0 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 4 7:00 PM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 13 40 92 87 22 2 0 0 0 0 0 0 0 0 0 0 256 Percent 0.0%5.1%15.6%35.9%34.0%8.6%0.8%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)24.4 mph Mean (Average) Speed 24.1 mph 85th Percentile 28.7 mph 10 mph Pace mph 95th Percentile 31.7 mph Percent in Pace 71.88 % 19.1 - 29.1 Wednesday, November 4, 2020 Speed Range (mph) Daily Percentile Speed Summary Speed Statistics Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 3 Location:PASEO E/O CABALLO ST Date Range:11/4/2020 to 11/4/2020 Site Code:03 Eastbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8:00 AM 0 0 2 4 9 2 0 0 0 0 0 0 0 0 0 0 0 17 9:00 AM 0 0 6 5 6 2 0 0 0 0 0 0 0 0 0 0 0 19 10:00 AM 0 0 0 2 4 2 0 1 0 0 0 0 0 0 0 0 0 9 11:00 AM 0 0 0 4 6 1 0 0 0 0 0 0 0 0 0 0 0 11 12:00 PM 0 1 2 4 4 1 0 0 0 0 0 0 0 0 0 0 0 12 1:00 PM 1 1 1 6 6 3 0 0 0 0 0 0 0 0 0 0 0 18 2:00 PM 0 0 4 5 7 1 0 0 0 0 0 0 0 0 0 0 0 17 3:00 PM 0 1 2 9 10 1 0 0 0 0 0 0 0 0 0 0 0 23 4:00 PM 0 2 12 13 3 2 0 0 0 0 0 0 0 0 0 0 0 32 5:00 PM 0 4 8 9 13 3 1 0 0 0 0 0 0 0 0 0 0 38 6:00 PM 0 1 2 6 7 2 0 0 0 0 0 0 0 0 0 0 0 18 7:00 PM 0 0 0 3 2 0 1 0 0 0 0 0 0 0 0 0 0 6 8:00 PM 0 0 1 3 3 0 0 0 0 0 0 0 0 0 0 0 0 7 9:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 3 10 42 74 80 21 4 1 0 0 0 0 0 0 0 0 0 235 Percent 1.3%4.3%17.9%31.5%34.0%8.9%1.7%0.4%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median)24.2 mph Mean (Average) Speed 23.9 mph 85th Percentile 29.0 mph 10 mph Pace 19.2 - 29.2 mph 95th Percentile 32.5 mph Percent in Pace 68.1 % Speed Range (mph) Total Study Average Total Study Percentile Speed Summary Total Study Speed Statistics Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 4 Location:PASEO E/O CABALLO ST Date Range:11/4/2020 to 11/4/2020 Site Code:03 Westbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 3 6:00 AM 0 0 4 8 8 1 0 0 0 0 0 0 0 0 0 0 0 21 7:00 AM 0 2 3 8 7 5 1 0 0 0 0 0 0 0 0 0 0 26 8:00 AM 0 0 4 9 11 2 0 0 0 0 0 0 0 0 0 0 0 26 9:00 AM 0 0 3 12 8 2 0 0 0 0 0 0 0 0 0 0 0 25 10:00 AM 0 1 1 7 7 2 0 0 0 0 0 0 0 0 0 0 0 18 11:00 AM 0 1 1 5 8 1 0 0 0 0 0 0 0 0 0 0 0 16 12:00 PM 0 0 4 8 4 3 1 0 0 0 0 0 0 0 0 0 0 20 1:00 PM 0 0 2 6 4 2 0 0 0 0 0 0 0 0 0 0 0 14 2:00 PM 0 3 3 9 10 1 0 0 0 0 0 0 0 0 0 0 0 26 3:00 PM 0 0 3 2 5 2 0 0 0 0 0 0 0 0 0 0 0 12 4:00 PM 0 3 6 8 6 0 0 0 0 0 0 0 0 0 0 0 0 23 5:00 PM 0 2 6 6 2 0 0 0 0 0 0 0 0 0 0 0 0 16 6:00 PM 0 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 4 7:00 PM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 13 40 92 87 22 2 0 0 0 0 0 0 0 0 0 0 256 Percent 0.0%5.1%15.6%35.9%34.0%8.6%0.8%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median)24.4 mph Mean (Average) Speed 24.1 mph 85th Percentile 28.7 mph 10 mph Pace 19.1 - 29.1 mph 95th Percentile 31.7 mph Percent in Pace 71.9 % Speed Range (mph) Total Study Average Total Study Percentile Speed Summary Total Study Speed Statistics Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 5 Location:PASEO E/O CABALLO ST Date Range:11/4/2020 - 11/10/2020 Site Code:03 Time EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 0 0 0 ------------------0 0 0 1:00 AM 0 0 0 ------------------0 0 0 2:00 AM 0 0 0 ------------------0 0 0 3:00 AM 1 1 2 ------------------1 1 2 4:00 AM 0 0 0 ------------------0 0 0 5:00 AM 0 3 3 ------------------0 3 3 6:00 AM 1 21 22 ------------------1 21 22 7:00 AM 4 26 30 ------------------4 26 30 8:00 AM 17 26 43 ------------------17 26 43 9:00 AM 19 25 44 ------------------19 25 44 10:00 AM 9 18 27 ------------------9 18 27 11:00 AM 11 16 27 ------------------11 16 27 12:00 PM 12 20 32 ------------------12 20 32 1:00 PM 18 14 32 ------------------18 14 32 2:00 PM 17 26 43 ------------------17 26 43 3:00 PM 23 12 35 ------------------23 12 35 4:00 PM 32 23 55 ------------------32 23 55 5:00 PM 38 16 54 ------------------38 16 54 6:00 PM 18 4 22 ------------------18 4 22 7:00 PM 6 2 8 ------------------6 2 8 8:00 PM 7 1 8 ------------------7 1 8 9:00 PM 1 2 3 ------------------1 2 3 10:00 PM 1 0 1 ------------------1 0 1 11:00 PM 0 0 0 ------------------0 0 0 Total 235 256 491 ------------------235 256 491 Percent 48%52%-------------------48%52%- 1. Mid-week average includes data between Tuesday and Thursday. Wednesday Thursday Friday 11/5/202011/4/2020 Mid-Week Average11/6/2020 Saturday Sunday Monday Tuesday 11/10/202011/9/202011/8/202011/7/2020 Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 1 Whitecloud Operations Plan 10/27/2020 ‐ Corrected 3/17/21    Building Maintenance & Land Management: year round  Red text indicates estimated 1‐way trips  Ascendigo will provide most property management functions in‐house, ideally by a caretaker who lives on‐site.  Ascendigo has a property management team for its adult program houses in Carbondale and that staff will visit  periodically to provide building maintenance. This team is led by experienced, qualified Ascendigo staff assisted by  qualified Ascendigo clients with autism and related disorders. Hours of operation will be from 7:00 am – 7:00 pm.   Building maintenance – Standard preventative maintenance, repairs and asset replacement. 2/day    Vegetation management – Currently, weed management is contracted to Green Pastures Property Care, LLC,  with assistance from Garfield County’s Noxious Weed Cost Share Program. A Weed Management Plan is  currently being developed. Fire mitigation will also be contracted. Maintenance will require sprayer vehicles,  chainsaw and chipper use and potentially goats periodically grazing the property. 4/year   Snow plowing and shoveling – Snow plowing is currently contracted to Colorado Chimney and Ductwork. Snow  shoveling may include mechanized snow blowers and will be handled in‐house by the caretaker or contracted  out if necessary. 4/month, Dec‐Mar   Landscape maintenance – Landscape maintenance will be contracted out until our Ascendigo team is capable of  performing it in‐house. Maintenance will include mowers, weedwhackers and miscellaneous equipment use.  8/month, Apr‐Oct   Irrigation system operations and maintenance – Maintenance is currently contracted to MG Landscaping.  4/month, Apr‐Oct   Equestrian maintenance – Horses will live on‐site only during months of operation. Maintenance will include  delivery of hay, raking of pastures and other manual tasks and tasks requiring tractors and 4‐wheelers. 6/week,  Apr‐Oct   Water system & OWTS system operations and maintenance – This maintenance will be contracted out to an  operator to maintain CDPHE compliance. 2/month    Caretaker House & ADU: year round  This main house will function like a typical single‐family home for an Ascendigo staff member which may or may not  have a family. The ADU is intended to serve as the primary dwelling for the property caretaker.  Vehicle trips: same as standard resident plus 2 per day for caretaker    Typical Summer/Camp Monday‐Thursday: June 1st‐ August 30th  Overnight Up to 24 campers + 48 staff sleep on‐site   6:00 am 2‐3 staff + 5 breakfast cooks arrive  7:00 – 8:00 am 15 non‐residential staff arrive   Up to 75 people have breakfast (80‐95 when families join)   30 day staff transitions 25 night staff who are now free to remain on site or leave  8:00 am 4‐6 vans (10‐16 campers + 24 staff) depart site for day activities   18‐25 people remain on‐site (3 admin, 6 campers, 6 day staff; plus any night staff that remain) On‐site  activities may increase with new design (AKA, 14 may stay on site for on‐site hiking, climbing, etc.)   12 people (6 campers + 6 staff) on‐site at all times   2 trucks may depart (admin staff)  9:00 am breakfast cooks depart  12:00 noon Lunch transition    1 van returns, 1 van departs  3:00 pm  5 dinner cooks arrive  4:30 pm 4‐5 vans return  4:45 pm bikes + 1 van return  5:00 – 6:00 pm Night staff return    50‐60 people have dinner    25 night staff transitions 30 day staff who are now free to remain on site or leave   6:15 pm 2‐3 vans depart for night activity 1x per week   15 non‐residential staff depart  8:30 pm 2‐3 vans return from night activity 1x per week  9:00 pm 5 dinner cooks depart  10:00 pm  1‐2 day staff return    Typical Summer/Camp Saturday:  June 1st‐ August 30th  (Average of 8 campers, 8 staff) Programming is minimal, non‐workings staff is free to come and go at their leisure  6:00am 2 Breakfast cooks arrive  7:00 am 1‐2 non‐residential staff arrive on site, all others sleep on campus  9:00 am 2 vans leave for daytime activities   10:00 am Breakfast cooks depart  3:00 pm 2 Dinner cooks arrive  4:00 pm 2 vans return  10:00 pm  1‐2 non‐residential staff leave the site   Sunday  (overlap with drop‐off day below):  6:00am 2 Breakfast cooks arrive  7:00 am 1‐2 non‐residential staff arrive on site, all others sleep on campus  9:00 am 2 vans leave for daytime activities   10:00 am Breakfast cooks depart  3:00 pm 3+ Dinner cooks arrive  4:00 pm 2 vans return  10:00 pm  1‐2 non‐residential staff leave the site       Typical Summer/Camp Drop‐off Sunday: June 1st‐ August 30th  12:00 pm 4‐5 administrative staff arrive  2:00 pm 8 Summer Leadership staff arrive  3:00 pm 25+ staff return to campus to report for work (many may remain on campus)   65 staff are on‐site for all staff meeting  4:00pm 24 families arrive on site for check in.  (24 for week 1, average of 16 the rest of the summer)  6:00 pm 24 families, 25+ staff leave campus  8:00 pm 1‐4 admin staff leave site    Typical Summer/Camp Pick‐up Friday: June 1st‐ August 30th  6:00am 2 Breakfast cooks arrive  7:00 am 1‐2 non‐residential staff arrive on site, all others sleep on campus  9:00 am 2 vans leave for daytime activities   10:00 am Breakfast cooks depart  11:30am 48 staff and campers on‐site   Up to 24 families arrive for awards (Average 16 families/ week)  2:00pm Up to 24 families depart with participants (average 16 families/week)  2:00pm Non‐working weekend staff (usually 35+) are free to leave campus and will trickle in and out until  Sunday at 3:00 pm    Kitchen/Dining: October 1st – May 31st  6:00 am 2‐3 staff + 5 breakfast cooks arrive  7:00 – 8:00 am  Up to 75 people have breakfast   9:00 am breakfast cooks depart  12:00 noon Lunch transition   3:00 pm  5 dinner cooks arrive  5:00 – 6:00 pm Up to 75 people have dinner  9:00 pm 5 dinner cooks depart    Equestrian: April 1st – October 31st  These sessions provide treatments and services for children, adolescents and adults with autism and related disorders.  Treatments and services include experiencing the western division of the sport (including trail rides, rodeo events, and  gymkhana games), the English discipline vaulting, and care for horses such as grooming, feeding, and training.  8:00 am 1‐4 staff members arrive  9:00 am 1‐4 clients are dropped off and picked up every 2‐3 hours until the end of the day   7:00 pm Final sessions end, 1‐4 clients depart  8:00 pm 1‐4 staff members depart    NOTE: We project that 25% of our participants and staff will be summer campers and therefore they are already on‐ site, thus not generating additional VPDs.           Miscellaneous Activities: April 1st – May 31, September 1 ‐ October 31st  These sessions provide treatments and services for children, adolescents and adults with autism and related disorders.  Activities include vocational tasks, hiking, swimming, paddle boarding, gym activities, ropes course, gardening, and  classes for art, cooking, etc. Clients may arrive and depart accompanied by Ascendigo staff or they may be dropped off  and picked up by parents/caregivers.   9:00 am 1‐7 clients arrive or are dropped off and picked up every 2‐6 hours until the end of the day   7:00 pm Final sessions end, 1‐7 clients and/or staff depart    Therapy Sessions: September 1 ‐ May 31st  These sessions provide a variety of treatments and services for children and adolescents with autism and related  disorders. Treatments and services include applied behavior analysis, speech‐language pathology, and recreational  therapy that will utilize all of the various recreational amenities on site.  8:00 am 1‐3 staff members arrive  9:00 am 1‐3 clients are dropped off and picked up every 2‐6 hours until the end of the day  7:00 pm Final sessions end, 1‐3 clients depart  8:00 pm 1‐3 staff members depart    Typical Educational Seminar Day: September 1st – May 31st  Overnight up to 24 guests   6:00 am 2 breakfast cooks arrive  7:00 – 8:00 am up to 6 staff arrive    up to 30 people have breakfast   8:00 am 1‐3 vans may depart site for day activities    6 people remain on‐site during business hours  9:00 am breakfast cooks depart  12:00 noon Lunch – pre‐prepared  3:00 pm  2 dinner cooks arrive  5:00 – 6:00 pm up to 30 people have dinner   up to 6 day staff depart   1‐3 vans return if away  9:00 pm 5 dinner cooks depart    Guest Cabin Use: year round  This house will function like a short‐term rental for Ascendigo families, guests, etc.  Vehicle trips: same as assumed for sort‐term rental, rented 50% of the time.  Monday-Thursday Summer Camp Project Trip Generation Estimated Project-Generated Traffic1,4 ITE Code Eq. Coef Avg. Weekd ay AM Peak Hour PM Peak Hour Trips (VPD) % Trips Trips % Trips Trips % Trips Trips % Trips Trips Type Rate Rate Rate 10.3 kSF a=28.82 1.73 2.3 297 63%11 37%7 46%11 54%13 b= -50%-149 -6 -4 -6 -7 148 5 3 5 6 Type Rate B B 74 ODU a=6.31 0.95 0.99 467 20%8 80%29 64%29 36%16 b=-0.5 -0.46 Type Rate B B 3 DU a=9.44 0.91 0.94 28 26%1 74%3 64%3 36%2 b=0.2 0.34 -50%-248 -5 -16 -16 -9 247 4 16 16 9 395 9 19 21 15 Notes: 1 Values obtained from Trip Generation, 10th Edition, Institute of Transportation Engineers, 2017. 2 ODU = Occupied Dwelling Units, DU = Dwelling Units, kSF = 1,000 Square Feet Multi-Modal Reduction 4 This trip generation was prepared per review comments from Garfield County. These land uses are not an applicable fit for the proposed uses. 3 Fitted curve equations from ITE Land Uses - Equation Type A is T = a * X + b, Equation Type B is Ln(T) = a * Ln(X) + b, Rate is T = a * X ITE Trip Generation Equation3 Average Weekday Morning Peak Hour Evening Peak Hour Inbound Outbound Inbound Outbound Units 2 Proposed Land Use Ranch Recreational Facilities Proposed Lodging New Trips #495 - Recreational Community Center #220 - Multifamily Housing (Low-Rise) #210 - Single-Family Detached Housing Proposed Ranch Recreational Facilities New Trips Lodging (Camper and Staff Lodging) Multi-Modal Reduction Total Proposed New Trips Table 1 - Trip Generation Analysis: Summer Camp Monday-Thursday PROJECT NUMBER:M1491 Ascendigo Ranch PREPARED BY:MLE Garfield County, Colorado DATE:11/12/2020 Estimated Project-Generated Traffic REVISED: Vehicles Vehicle Trips Total per day Total per day (vpd)(vpd)(vpd)12am1am2am3am4am5am6am7am8am9am10am11am12pm1pm2pm3pm4pm5pm6pm7pm8pm9pm10pm11pmType of vehicles, seasonality, weekdays, weekends, carpool rates, etc. inbound 1 2 outbound 2 1 inbound 2 outbound 2 inbound 1 1 1 1 1 outbound 1 1 1 1 1 inbound 1 1 1 1 outbound 1 1 1 1 inbound 6 7 8 7 1 outbound 13 1 15 inbound 2 6 4 11 1 4 outbound 5 3 15 5 inbound outbound inbound 1 6 3 outbound 6 1 3 inbound 1 1 1 1 outbound 1 1 1 1 inbound outbound inbound 2 outbound 2 inbound 3 1 2 1 3 2 2 1 2 1 outbound 1 4 4 4 3 2 Equestrian Maintenance 1 2 2 4 PCE of 2 applied; Horse feed trailer Passenger Car Equivalent (PCE) Factor1 Trips per day (PCEs1)Notes Offsite Maintenance Staff (Small trucks)3 6 1 6 Vehicle Trips per Hour (in PCEs1) Carpool Factor Caretaker ADU 4 8 1 8 Caretaker House 5 10 1 10 Camp Offsite Staff 28 56 1 56 Camp Onsite Staff 29 58 1 58 Carpool rate of 50% applied50% Campers (Vans)10 20 1 20 Campers (Cars)0 0 1 0 Delivery Vehicles 0 0 1 0 Guest Cabin 4 8 1 8 18 36 1 36 50% of clients are dropped off and picked up later generating 4 trips; 50% of caregivers stay and leave client at end of session generating 2 trips Equestrian Offsite Staff 2 4 1 4 Equestrian Clients J K L A B C D E F G H I Table 1 - Trip Generation Analysis: Summer Camp Monday-Thursday PROJECT NUMBER:M1491 Ascendigo Ranch PREPARED BY:MLE Garfield County, Colorado DATE:11/12/2020 Estimated Project-Generated Traffic REVISED: Vehicles Vehicle Trips Total per day Total per day (vpd)(vpd)(vpd)12am1am2am3am4am5am6am7am8am9am10am11am12pm1pm2pm3pm4pm5pm6pm7pm8pm9pm10pm11pmType of vehicles, seasonality, weekdays, weekends, carpool rates, etc. Passenger Car Equivalent (PCE) Factor1 Trips per day (PCEs1)Notes Offsite Maintenance Staff (Small trucks)3 6 1 6 Vehicle Trips per Hour (in PCEs1) Carpool Factor A Vehicles Vehicle Trips Total per day Total per day 12am1am2am3am4am5am6am7am8am9am10am11am12pm1pm2pm3pm4pm5pm6pm7pm8pm9pm10pm11pminbound 0 0 0 0 0 2 6 4 16 10 10 4 3 3 5 7 7 3 2 9 10 3 1 0 outbound 0 0 0 0 0 0 0 13 8 8 1 4 3 6 4 4 5 19 19 2 4 5 0 0 Total peak hour trips (in PCEs)0 0 0 0 0 2 6 17 24 18 11 8 6 9 9 11 12 22 21 11 14 8 1 0 inbound vpd (in PCEs) outbound vpd (in PCEs) Total vpd (in PCEs) Notes: Custom Trip Generation calculations are based upon anticipated project operations. 1 Passenger Car Equivalents are based upon Section 2.3(4)(e) of the State of Colorado's State Highway Access Code . vpd = vehicles per day vph = vehicles per hour Totals 104 208 210 Trips per day (PCEs1) 105 105 210 Total daily trips (in PCEs) 0 5 10 15 20 25 30 12am 1am 2am 3am 4am 5am 6am 7am 8am 9am 10am 11am 12pm 1pm 2pm 3pm 4pm 5pm 6pm 7pm 8pm 9pm 10pm 11pm inbound outbound Table 1B - Trip Generation Analysis: Events/Activities PROJECT NUMBER:M1491 Ascendigo Ranch PREPARED BY:MLE Garfield County, Colorado DATE:11/12/2020 Estimated Project-Generated Traffic REVISED: Vehicles Vehicle Trips Total per day Total per day (vpd)(vpd)(vpd)12am1am2am3am4am5am6am7am8am9am10am11am12pm1pm2pm3pm4pm5pm6pm7pm8pm9pm10pm11pmType of vehicles, seasonality, weekdays, weekends, carpool rates, etc. inbound 1 2 outbound 2 1 inbound 2 outbound 2 inbound 1 1 1 1 1 outbound 1 1 1 1 1 inbound 1 1 1 1 outbound 1 1 1 1 inbound 1 1 1 1 outbound 1 1 1 1 inbound outbound inbound 2 outbound 2 inbound 3 1 2 1 3 2 2 1 2 1 outbound 1 4 4 4 3 2 inbound 3 outbound 3 inbound 10 10 5 10 5 10 5 10 5 5 outbound 5 5 10 5 10 5 10 5 10 10 inbound 2 outbound 2 inbound 3 1 2 1 3 2 2 1 2 1 outbound 1 4 4 4 3 2 * Items K&L, M&N, and O&P will typcially not occur simultaneously. They are shown in aggregate to illustrate the maximum possible traffic operations. P *Therapy Clients 18 36 1 36 50% of clients are dropped off and picked up later generating 4 trips; 50% of caregivers stay and leave client at end of session generating 2 trips O *Therapy Session Staff 2 4 1 4 N *Misc Activities Clients 75 150 1 150 50% of clients are dropped off and picked up later generating 4 trips; 50% of caregivers stay and leave client at end of session generating 2 trips M *Misc Activities Staff 3 6 1 6 L *Equestrian Clients 18 36 1 36 50% of clients are dropped off and picked up later generating 4 trips; 50% of caregivers stay and leave client at end of session generating 2 trips K *Equestrian Offsite Staff 2 4 1 4 J Delivery Vehicles 0 0 1 0 I Guest Cabin 4 8 1 8 D Caretaker ADU 4 8 1 8 C Caretaker House 5 10 1 10 Carpool Factor Passenger Car Equivalent (PCE) Factor1 Trips per day (PCEs1)Vehicle Trips per Hour (in PCEs1)Notes B Equestrian Maintenance 1 2 2 4 PCE of 2 applied; Horse feed trailer A Offsite Maintenance Staff (Small trucks)3 6 1 6 Table 1B - Trip Generation Analysis: Events/Activities PROJECT NUMBER:M1491 Ascendigo Ranch PREPARED BY:MLE Garfield County, Colorado DATE:11/12/2020 Estimated Project-Generated Traffic REVISED: Vehicles Vehicle Trips Total per day Total per day (vpd)(vpd)(vpd)12am1am2am3am4am5am6am7am8am9am10am11am12pm1pm2pm3pm4pm5pm6pm7pm8pm9pm10pm11pmType of vehicles, seasonality, weekdays, weekends, carpool rates, etc. Carpool Factor Passenger Car Equivalent (PCE) Factor1 Trips per day (PCEs1)Vehicle Trips per Hour (in PCEs1)Notes A Offsite Maintenance Staff (Small trucks)3 6 1 6 Vehicles Vehicle Trips Total per day Total per day 12am1am2am3am4am5am6am7am8am9am10am11am12pm1pm2pm3pm4pm5pm6pm7pm8pm9pm10pm11pminbound 0 0 0 0 0 0 0 0 10 17 4 16 8 16 11 15 7 15 7 7 0 3 0 0 outbound 0 0 0 0 0 0 0 0 1 9 1 13 12 15 11 13 15 12 11 14 9 0 0 0 Total peak hour trips (in PCEs)0 0 0 0 0 0 0 0 11 26 5 29 20 31 22 28 22 27 18 21 9 3 0 0 inbound vpd (in PCEs) outbound vpd (in PCEs) Total vpd (in PCEs) Notes: Custom Trip Generation calculations are based upon anticipated project operations. 1 Passenger Car Equivalents are based upon Section 2.3(4)(e) of the State of Colorado's State Highway Access Code . vpd = vehicles per day vph = vehicles per hour Total daily trips (in PCEs) 136 136 272 Trips per day (PCEs1) Totals 135 270 272 0 5 10 15 20 25 30 35 12am 1am 2am 3am 4am 5am 6am 7am 8am 9am 10am 11am 12pm 1pm 2pm 3pm 4pm 5pm 6pm 7pm 8pm 9pm 10pm 11pm inbound outbound HCM 2010 TWO-LANE HIGHWAY Project Number:M1491 LEVEL OF SERVICE CALCULATION Prepared By:MLE Ascendigo Ranch Date:2021-03-17 Revised: Item Value Unit Name Description Ref A1 1.00 unitless fHV,ATS Heavy Vehicle Adjustment factor for ATS estimation HCM 2010 Eqn. 15-4 A2 0.01 unitless PT proportion of trucks in the traffic stream (decimal) A3 0.00 unitless PR proportion of RVs in the traffic stream (decimal) A4 1.00 unitless ET PCE for trucks from Ex 15-11, 15-12 A5 1.00 unitless ER PCE for RVs from Ex 15-11, 15-13 A6 0.00 unitless PTC proportion of trucks operating at crawl speed A7 0.00 unitless ETC pce's for trucks operating at crawl speed A8 28.10 mph FFS Free Flow Speed (from Field Measurements at v>200vph)HCM 2010 Eqn. 15-1 A9 28.00 mph SFM mean speed of sample (v>200vph) A10 13 vph v total demand flow rate A11 28.00 mph BFFS Base Free Flow Speed (estimated) A12 4.80 fLS adjustment for lane and shoulder width HCM 2010 Ex. 15-7 A13 4.60 fA adjustment for access point density HCM 2010 Ex. 15-8 A14 18.60 mph FFS Free Flow Speed (from estimation)HCM 2010 Eqn. 15-2 A15 6.00 pch Vi demand volume for direction i A16 0.90 PHF Peak Hour factor for direction i A17 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A18 6.67 pch vi,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A19 7.00 pch Vo demand volume for direction o A20 0.90 PHF Peak Hour factor for direction o A21 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A22 7.78 pch vo,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A23 2.40 fnp,ATS adjustment factor for ATS determination for the % of no- passing zones in the analysis direction HCM 2010 Ex. 15-15 A24 28.00 mph FFS Free flow speed (engineer discretion from above between A8 and A14) A25 25.49 mph ATSd Average Travel Speed HCM 2010 Eqn. 15-6 A26 0.91 PFFS Percent of FFS A27 II Road Class HCM 2010 Pg. 15-3 A28 1 %BPTSFd Base Percent Time-Spent-Following for direction i HCM 2010 Eqn. 15-10 A29 -0.0014 a Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A30 0.9730 b Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A31 6 pch vd demand volume for direction I (copied from above) A32 25 %PTSF Percent of Time Spent Following A33 52.6 fnp,PTSF Adjustment to PTSF for the percentage of no-passing zones in direction i HCM 2010 Ex. 15-21 A34 54%Dir. Split Directional Split HCM 2010 Ex. 15-21 A35 A LOS Level of Service (Class II)HCM 2010 Ex. 15-3 A36 B LOS Level of Service (Class III)HCM 2010 Ex. 15-3 Location: Harmony Lane between Site Access and Fender Lane Year 2021 Background Traffic - Northbound PM Peak Hour HCM 2010 Eqn. 15-11, Used For Road Class III HCM 2010 Eqn. 15-9, Used For Road Class II HCM 2010 TWO-LANE HIGHWAY Project Number:M1491 LEVEL OF SERVICE CALCULATION Prepared By:MLE Ascendigo Ranch Date:2021-03-17 Revised: Item Value Unit Name Description Ref A1 1.00 unitless fHV,ATS Heavy Vehicle Adjustment factor for ATS estimation HCM 2010 Eqn. 15-4 A2 0.01 unitless PT proportion of trucks in the traffic stream (decimal) A3 0.00 unitless PR proportion of RVs in the traffic stream (decimal) A4 1.00 unitless ET PCE for trucks from Ex 15-11, 15-12 A5 1.00 unitless ER PCE for RVs from Ex 15-11, 15-13 A6 0.00 unitless PTC proportion of trucks operating at crawl speed A7 0.00 unitless ETC pce's for trucks operating at crawl speed A8 28.10 mph FFS Free Flow Speed (from Field Measurements at v>200vph)HCM 2010 Eqn. 15-1 A9 28.00 mph SFM mean speed of sample (v>200vph) A10 13 vph v total demand flow rate A11 28.00 mph BFFS Base Free Flow Speed (estimated) A12 4.80 fLS adjustment for lane and shoulder width HCM 2010 Ex. 15-7 A13 4.60 fA adjustment for access point density HCM 2010 Ex. 15-8 A14 18.60 mph FFS Free Flow Speed (from estimation)HCM 2010 Eqn. 15-2 A15 7.00 pch Vi demand volume for direction i A16 0.90 PHF Peak Hour factor for direction i A17 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A18 7.78 pch vi,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A19 6.00 pch Vo demand volume for direction o A20 0.90 PHF Peak Hour factor for direction o A21 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A22 6.67 pch vo,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A23 2.40 fnp,ATS adjustment factor for ATS determination for the % of no- passing zones in the analysis direction HCM 2010 Ex. 15-15 A24 28.00 mph FFS Free flow speed (engineer discretion from above between A8 and A14) A25 25.49 mph ATSd Average Travel Speed HCM 2010 Eqn. 15-6 A26 0.91 PFFS Percent of FFS A27 II Road Class HCM 2010 Pg. 15-3 A28 1 %BPTSFd Base Percent Time-Spent-Following for direction i HCM 2010 Eqn. 15-10 A29 -0.0014 a Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A30 0.9730 b Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A31 7 pch vd demand volume for direction I (copied from above) A32 29 %PTSF Percent of Time Spent Following A33 52.6 fnp,PTSF Adjustment to PTSF for the percentage of no-passing zones in direction i HCM 2010 Ex. 15-21 A34 46%Dir. Split Directional Split HCM 2010 Ex. 15-21 A35 A LOS Level of Service (Class II)HCM 2010 Ex. 15-3 A36 B LOS Level of Service (Class III)HCM 2010 Ex. 15-3 Location: Harmony Lane between Site Access and Fender Lane Year 2021 Background Traffic - Southbound PM Peak Hour HCM 2010 Eqn. 15-11, Used For Road Class III HCM 2010 Eqn. 15-9, Used For Road Class II HCM 2010 TWO-LANE HIGHWAY Project Number:M1491 LEVEL OF SERVICE CALCULATION Prepared By:MLE Ascendigo Ranch Date:2021-03-17 Revised: Item Value Unit Name Description Ref A1 1.00 unitless fHV,ATS Heavy Vehicle Adjustment factor for ATS estimation HCM 2010 Eqn. 15-4 A2 0.01 unitless PT proportion of trucks in the traffic stream (decimal) A3 0.00 unitless PR proportion of RVs in the traffic stream (decimal) A4 1.00 unitless ET PCE for trucks from Ex 15-11, 15-12 A5 1.00 unitless ER PCE for RVs from Ex 15-11, 15-13 A6 0.00 unitless PTC proportion of trucks operating at crawl speed A7 0.00 unitless ETC pce's for trucks operating at crawl speed A8 28.19 mph FFS Free Flow Speed (from Field Measurements at v>200vph)HCM 2010 Eqn. 15-1 A9 28.00 mph SFM mean speed of sample (v>200vph) A10 24 vph v total demand flow rate A11 28.00 mph BFFS Base Free Flow Speed (estimated) A12 4.80 fLS adjustment for lane and shoulder width HCM 2010 Ex. 15-7 A13 4.60 fA adjustment for access point density HCM 2010 Ex. 15-8 A14 18.60 mph FFS Free Flow Speed (from estimation)HCM 2010 Eqn. 15-2 A15 19.00 pch Vi demand volume for direction i A16 0.90 PHF Peak Hour factor for direction i A17 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A18 21.11 pch vi,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A19 5.00 pch Vo demand volume for direction o A20 0.90 PHF Peak Hour factor for direction o A21 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A22 5.56 pch vo,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A23 2.40 fnp,ATS adjustment factor for ATS determination for the % of no- passing zones in the analysis direction HCM 2010 Ex. 15-15 A24 28.00 mph FFS Free flow speed (engineer discretion from above between A8 and A14) A25 25.39 mph ATSd Average Travel Speed HCM 2010 Eqn. 15-6 A26 0.91 PFFS Percent of FFS A27 II Road Class HCM 2010 Pg. 15-3 A28 2 %BPTSFd Base Percent Time-Spent-Following for direction i HCM 2010 Eqn. 15-10 A29 -0.0014 a Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A30 0.9730 b Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A31 19 pch vd demand volume for direction I (copied from above) A32 40 %PTSF Percent of Time Spent Following A33 47.9 fnp,PTSF Adjustment to PTSF for the percentage of no-passing zones in direction i HCM 2010 Ex. 15-21 A34 21%Dir. Split Directional Split HCM 2010 Ex. 15-21 A35 B LOS Level of Service (Class II)HCM 2010 Ex. 15-3 A36 B LOS Level of Service (Class III)HCM 2010 Ex. 15-3 Location: Harmony Lane between Site Access and Fender Lane Year 2021 Total Traffic - Northbound PM Peak Hour HCM 2010 Eqn. 15-11, Used For Road Class III HCM 2010 Eqn. 15-9, Used For Road Class II HCM 2010 TWO-LANE HIGHWAY Project Number:M1491 LEVEL OF SERVICE CALCULATION Prepared By:MLE Ascendigo Ranch Date:2021-03-17 Revised: Item Value Unit Name Description Ref A1 1.00 unitless fHV,ATS Heavy Vehicle Adjustment factor for ATS estimation HCM 2010 Eqn. 15-4 A2 0.01 unitless PT proportion of trucks in the traffic stream (decimal) A3 0.00 unitless PR proportion of RVs in the traffic stream (decimal) A4 1.00 unitless ET PCE for trucks from Ex 15-11, 15-12 A5 1.00 unitless ER PCE for RVs from Ex 15-11, 15-13 A6 0.00 unitless PTC proportion of trucks operating at crawl speed A7 0.00 unitless ETC pce's for trucks operating at crawl speed A8 28.19 mph FFS Free Flow Speed (from Field Measurements at v>200vph)HCM 2010 Eqn. 15-1 A9 28.00 mph SFM mean speed of sample (v>200vph) A10 24 vph v total demand flow rate A11 28.00 mph BFFS Base Free Flow Speed (estimated) A12 4.80 fLS adjustment for lane and shoulder width HCM 2010 Ex. 15-7 A13 4.60 fA adjustment for access point density HCM 2010 Ex. 15-8 A14 18.60 mph FFS Free Flow Speed (from estimation)HCM 2010 Eqn. 15-2 A15 5.00 pch Vi demand volume for direction i A16 0.90 PHF Peak Hour factor for direction i A17 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A18 5.56 pch vi,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A19 19.00 pch Vo demand volume for direction o A20 0.90 PHF Peak Hour factor for direction o A21 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A22 21.11 pch vo,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A23 2.40 fnp,ATS adjustment factor for ATS determination for the % of no- passing zones in the analysis direction HCM 2010 Ex. 15-15 A24 28.00 mph FFS Free flow speed (engineer discretion from above between A8 and A14) A25 25.39 mph ATSd Average Travel Speed HCM 2010 Eqn. 15-6 A26 0.91 PFFS Percent of FFS A27 II Road Class HCM 2010 Pg. 15-3 A28 1 %BPTSFd Base Percent Time-Spent-Following for direction i HCM 2010 Eqn. 15-10 A29 -0.0014 a Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A30 0.9730 b Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A31 5 pch vd demand volume for direction I (copied from above) A32 11 %PTSF Percent of Time Spent Following A33 47.9 fnp,PTSF Adjustment to PTSF for the percentage of no-passing zones in direction i HCM 2010 Ex. 15-21 A34 79%Dir. Split Directional Split HCM 2010 Ex. 15-21 A35 A LOS Level of Service (Class II)HCM 2010 Ex. 15-3 A36 B LOS Level of Service (Class III)HCM 2010 Ex. 15-3 Location: Harmony Lane between Site Access and Fender Lane Year 2021 Total Traffic - Southbound PM Peak Hour HCM 2010 Eqn. 15-11, Used For Road Class III HCM 2010 Eqn. 15-9, Used For Road Class II HCM 2010 TWO-LANE HIGHWAY Project Number:M1491 LEVEL OF SERVICE CALCULATION Prepared By:MLE Ascendigo Ranch Date:2021-03-17 Revised: Item Value Unit Name Description Ref A1 1.00 unitless fHV,ATS Heavy Vehicle Adjustment factor for ATS estimation HCM 2010 Eqn. 15-4 A2 0.01 unitless PT proportion of trucks in the traffic stream (decimal) A3 0.00 unitless PR proportion of RVs in the traffic stream (decimal) A4 1.00 unitless ET PCE for trucks from Ex 15-11, 15-12 A5 1.00 unitless ER PCE for RVs from Ex 15-11, 15-13 A6 0.00 unitless PTC proportion of trucks operating at crawl speed A7 0.00 unitless ETC pce's for trucks operating at crawl speed A8 28.10 mph FFS Free Flow Speed (from Field Measurements at v>200vph)HCM 2010 Eqn. 15-1 A9 28.00 mph SFM mean speed of sample (v>200vph) A10 13 vph v total demand flow rate A11 28.00 mph BFFS Base Free Flow Speed (estimated) A12 4.80 fLS adjustment for lane and shoulder width HCM 2010 Ex. 15-7 A13 5.30 fA adjustment for access point density HCM 2010 Ex. 15-8 A14 17.90 mph FFS Free Flow Speed (from estimation)HCM 2010 Eqn. 15-2 A15 7.00 pch Vi demand volume for direction i A16 0.90 PHF Peak Hour factor for direction i A17 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A18 7.78 pch vi,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A19 6.00 pch Vo demand volume for direction o A20 0.90 PHF Peak Hour factor for direction o A21 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A22 6.67 pch vo,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A23 2.40 fnp,ATS adjustment factor for ATS determination for the % of no- passing zones in the analysis direction HCM 2010 Ex. 15-15 A24 28.00 mph FFS Free flow speed (engineer discretion from above between A8 and A14) A25 25.49 mph ATSd Average Travel Speed HCM 2010 Eqn. 15-6 A26 0.91 PFFS Percent of FFS A27 II Road Class HCM 2010 Pg. 15-3 A28 1 %BPTSFd Base Percent Time-Spent-Following for direction i HCM 2010 Eqn. 15-10 A29 -0.0014 a Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A30 0.9730 b Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A31 7 pch vd demand volume for direction I (copied from above) A32 29 %PTSF Percent of Time Spent Following A33 52.6 fnp,PTSF Adjustment to PTSF for the percentage of no-passing zones in direction i HCM 2010 Ex. 15-21 A34 46%Dir. Split Directional Split HCM 2010 Ex. 15-21 A35 A LOS Level of Service (Class II)HCM 2010 Ex. 15-3 A36 B LOS Level of Service (Class III)HCM 2010 Ex. 15-3 Location: Sunset Lane between Harmony Lane and Paseo Drive Year 2021 Background Traffic - Eastbound PM Peak Hour HCM 2010 Eqn. 15-11, Used For Road Class III HCM 2010 Eqn. 15-9, Used For Road Class II HCM 2010 TWO-LANE HIGHWAY Project Number:M1491 LEVEL OF SERVICE CALCULATION Prepared By:MLE Ascendigo Ranch Date:2021-03-17 Revised: Item Value Unit Name Description Ref A1 1.00 unitless fHV,ATS Heavy Vehicle Adjustment factor for ATS estimation HCM 2010 Eqn. 15-4 A2 0.01 unitless PT proportion of trucks in the traffic stream (decimal) A3 0.00 unitless PR proportion of RVs in the traffic stream (decimal) A4 1.00 unitless ET PCE for trucks from Ex 15-11, 15-12 A5 1.00 unitless ER PCE for RVs from Ex 15-11, 15-13 A6 0.00 unitless PTC proportion of trucks operating at crawl speed A7 0.00 unitless ETC pce's for trucks operating at crawl speed A8 28.10 mph FFS Free Flow Speed (from Field Measurements at v>200vph)HCM 2010 Eqn. 15-1 A9 28.00 mph SFM mean speed of sample (v>200vph) A10 13 vph v total demand flow rate A11 28.00 mph BFFS Base Free Flow Speed (estimated) A12 4.80 fLS adjustment for lane and shoulder width HCM 2010 Ex. 15-7 A13 5.30 fA adjustment for access point density HCM 2010 Ex. 15-8 A14 17.90 mph FFS Free Flow Speed (from estimation)HCM 2010 Eqn. 15-2 A15 6.00 pch Vi demand volume for direction i A16 0.90 PHF Peak Hour factor for direction i A17 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A18 6.67 pch vi,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A19 7.00 pch Vo demand volume for direction o A20 0.90 PHF Peak Hour factor for direction o A21 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A22 7.78 pch vo,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A23 2.40 fnp,ATS adjustment factor for ATS determination for the % of no- passing zones in the analysis direction HCM 2010 Ex. 15-15 A24 28.00 mph FFS Free flow speed (engineer discretion from above between A8 and A14) A25 25.49 mph ATSd Average Travel Speed HCM 2010 Eqn. 15-6 A26 0.91 PFFS Percent of FFS A27 II Road Class HCM 2010 Pg. 15-3 A28 1 %BPTSFd Base Percent Time-Spent-Following for direction i HCM 2010 Eqn. 15-10 A29 -0.0014 a Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A30 0.9730 b Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A31 6 pch vd demand volume for direction I (copied from above) A32 25 %PTSF Percent of Time Spent Following A33 52.6 fnp,PTSF Adjustment to PTSF for the percentage of no-passing zones in direction i HCM 2010 Ex. 15-21 A34 54%Dir. Split Directional Split HCM 2010 Ex. 15-21 A35 A LOS Level of Service (Class II)HCM 2010 Ex. 15-3 A36 B LOS Level of Service (Class III)HCM 2010 Ex. 15-3 Location: Sunset Lane between Harmony Lane and Paseo Drive Year 2021 Background Traffic - Westbound PM Peak Hour HCM 2010 Eqn. 15-11, Used For Road Class III HCM 2010 Eqn. 15-9, Used For Road Class II HCM 2010 TWO-LANE HIGHWAY Project Number:M1491 LEVEL OF SERVICE CALCULATION Prepared By:MLE Ascendigo Ranch Date:2021-03-17 Revised: Item Value Unit Name Description Ref A1 1.00 unitless fHV,ATS Heavy Vehicle Adjustment factor for ATS estimation HCM 2010 Eqn. 15-4 A2 0.01 unitless PT proportion of trucks in the traffic stream (decimal) A3 0.00 unitless PR proportion of RVs in the traffic stream (decimal) A4 1.00 unitless ET PCE for trucks from Ex 15-11, 15-12 A5 1.00 unitless ER PCE for RVs from Ex 15-11, 15-13 A6 0.00 unitless PTC proportion of trucks operating at crawl speed A7 0.00 unitless ETC pce's for trucks operating at crawl speed A8 28.12 mph FFS Free Flow Speed (from Field Measurements at v>200vph)HCM 2010 Eqn. 15-1 A9 28.00 mph SFM mean speed of sample (v>200vph) A10 16 vph v total demand flow rate A11 28.00 mph BFFS Base Free Flow Speed (estimated) A12 4.80 fLS adjustment for lane and shoulder width HCM 2010 Ex. 15-7 A13 5.30 fA adjustment for access point density HCM 2010 Ex. 15-8 A14 17.90 mph FFS Free Flow Speed (from estimation)HCM 2010 Eqn. 15-2 A15 9.00 pch Vi demand volume for direction i A16 0.90 PHF Peak Hour factor for direction i A17 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A18 10.00 pch vi,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A19 7.00 pch Vo demand volume for direction o A20 0.90 PHF Peak Hour factor for direction o A21 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A22 7.78 pch vo,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A23 2.40 fnp,ATS adjustment factor for ATS determination for the % of no- passing zones in the analysis direction HCM 2010 Ex. 15-15 A24 28.00 mph FFS Free flow speed (engineer discretion from above between A8 and A14) A25 25.46 mph ATSd Average Travel Speed HCM 2010 Eqn. 15-6 A26 0.91 PFFS Percent of FFS A27 II Road Class HCM 2010 Pg. 15-3 A28 1 %BPTSFd Base Percent Time-Spent-Following for direction i HCM 2010 Eqn. 15-10 A29 -0.0014 a Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A30 0.9730 b Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A31 9 pch vd demand volume for direction I (copied from above) A32 31 %PTSF Percent of Time Spent Following A33 53.5 fnp,PTSF Adjustment to PTSF for the percentage of no-passing zones in direction i HCM 2010 Ex. 15-21 A34 44%Dir. Split Directional Split HCM 2010 Ex. 15-21 A35 A LOS Level of Service (Class II)HCM 2010 Ex. 15-3 A36 B LOS Level of Service (Class III)HCM 2010 Ex. 15-3 Location: Sunset Lane between Harmony Lane and Paseo Drive Year 2021 Total Traffic - Eastbound PM Peak Hour HCM 2010 Eqn. 15-11, Used For Road Class III HCM 2010 Eqn. 15-9, Used For Road Class II HCM 2010 TWO-LANE HIGHWAY Project Number:M1491 LEVEL OF SERVICE CALCULATION Prepared By:MLE Ascendigo Ranch Date:2021-03-17 Revised: Item Value Unit Name Description Ref A1 1.00 unitless fHV,ATS Heavy Vehicle Adjustment factor for ATS estimation HCM 2010 Eqn. 15-4 A2 0.01 unitless PT proportion of trucks in the traffic stream (decimal) A3 0.00 unitless PR proportion of RVs in the traffic stream (decimal) A4 1.00 unitless ET PCE for trucks from Ex 15-11, 15-12 A5 1.00 unitless ER PCE for RVs from Ex 15-11, 15-13 A6 0.00 unitless PTC proportion of trucks operating at crawl speed A7 0.00 unitless ETC pce's for trucks operating at crawl speed A8 28.12 mph FFS Free Flow Speed (from Field Measurements at v>200vph)HCM 2010 Eqn. 15-1 A9 28.00 mph SFM mean speed of sample (v>200vph) A10 16 vph v total demand flow rate A11 28.00 mph BFFS Base Free Flow Speed (estimated) A12 4.80 fLS adjustment for lane and shoulder width HCM 2010 Ex. 15-7 A13 5.30 fA adjustment for access point density HCM 2010 Ex. 15-8 A14 17.90 mph FFS Free Flow Speed (from estimation)HCM 2010 Eqn. 15-2 A15 7.00 pch Vi demand volume for direction i A16 0.90 PHF Peak Hour factor for direction i A17 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A18 7.78 pch vi,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A19 9.00 pch Vo demand volume for direction o A20 0.90 PHF Peak Hour factor for direction o A21 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A22 10.00 pch vo,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A23 2.40 fnp,ATS adjustment factor for ATS determination for the % of no- passing zones in the analysis direction HCM 2010 Ex. 15-15 A24 28.00 mph FFS Free flow speed (engineer discretion from above between A8 and A14) A25 25.46 mph ATSd Average Travel Speed HCM 2010 Eqn. 15-6 A26 0.91 PFFS Percent of FFS A27 II Road Class HCM 2010 Pg. 15-3 A28 1 %BPTSFd Base Percent Time-Spent-Following for direction i HCM 2010 Eqn. 15-10 A29 -0.0014 a Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A30 0.9730 b Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A31 7 pch vd demand volume for direction I (copied from above) A32 24 %PTSF Percent of Time Spent Following A33 53.5 fnp,PTSF Adjustment to PTSF for the percentage of no-passing zones in direction i HCM 2010 Ex. 15-21 A34 56%Dir. Split Directional Split HCM 2010 Ex. 15-21 A35 A LOS Level of Service (Class II)HCM 2010 Ex. 15-3 A36 B LOS Level of Service (Class III)HCM 2010 Ex. 15-3 Location: Sunset Lane between Harmony Lane and Paseo Drive Year 2021 Total Traffic - Westbound PM Peak Hour HCM 2010 Eqn. 15-11, Used For Road Class III HCM 2010 Eqn. 15-9, Used For Road Class II HCM 2010 TWO-LANE HIGHWAY Project Number:M1491 LEVEL OF SERVICE CALCULATION Prepared By:MLE Ascendigo Ranch Date:2021-03-17 Revised: Item Value Unit Name Description Ref A1 1.00 unitless fHV,ATS Heavy Vehicle Adjustment factor for ATS estimation HCM 2010 Eqn. 15-4 A2 0.01 unitless PT proportion of trucks in the traffic stream (decimal) A3 0.00 unitless PR proportion of RVs in the traffic stream (decimal) A4 1.00 unitless ET PCE for trucks from Ex 15-11, 15-12 A5 1.00 unitless ER PCE for RVs from Ex 15-11, 15-13 A6 0.00 unitless PTC proportion of trucks operating at crawl speed A7 0.00 unitless ETC pce's for trucks operating at crawl speed A8 29.45 mph FFS Free Flow Speed (from Field Measurements at v>200vph)HCM 2010 Eqn. 15-1 A9 29.00 mph SFM mean speed of sample (v>200vph) A10 58 vph v total demand flow rate A11 29.00 mph BFFS Base Free Flow Speed (estimated) A12 3.00 fLS adjustment for lane and shoulder width HCM 2010 Ex. 15-7 A13 7.50 fA adjustment for access point density HCM 2010 Ex. 15-8 A14 18.50 mph FFS Free Flow Speed (from estimation)HCM 2010 Eqn. 15-2 A15 35.00 pch Vi demand volume for direction i A16 0.90 PHF Peak Hour factor for direction i A17 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A18 38.89 pch vi,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A19 23.00 pch Vo demand volume for direction o A20 0.90 PHF Peak Hour factor for direction o A21 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A22 25.56 pch vo,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A23 2.40 fnp,ATS adjustment factor for ATS determination for the % of no- passing zones in the analysis direction HCM 2010 Ex. 15-15 A24 29.00 mph FFS Free flow speed (engineer discretion from above between A8 and A14) A25 26.10 mph ATSd Average Travel Speed HCM 2010 Eqn. 15-6 A26 0.90 PFFS Percent of FFS A27 II Road Class HCM 2010 Pg. 15-3 A28 4 %BPTSFd Base Percent Time-Spent-Following for direction i HCM 2010 Eqn. 15-10 A29 -0.0014 a Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A30 0.9730 b Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A31 35 pch vd demand volume for direction I (copied from above) A32 37 %PTSF Percent of Time Spent Following A33 53.5 fnp,PTSF Adjustment to PTSF for the percentage of no-passing zones in direction i HCM 2010 Ex. 15-21 A34 40%Dir. Split Directional Split HCM 2010 Ex. 15-21 A35 A LOS Level of Service (Class II)HCM 2010 Ex. 15-3 A36 B LOS Level of Service (Class III)HCM 2010 Ex. 15-3 Location: Paseo Drive between Sunset Ln and Upper Cattle Creek Rd Year 2021 Background Traffic - Eastbound PM Peak Hour HCM 2010 Eqn. 15-11, Used For Road Class III HCM 2010 Eqn. 15-9, Used For Road Class II HCM 2010 TWO-LANE HIGHWAY Project Number:M1491 LEVEL OF SERVICE CALCULATION Prepared By:MLE Ascendigo Ranch Date:2021-03-17 Revised: Item Value Unit Name Description Ref A1 1.00 unitless fHV,ATS Heavy Vehicle Adjustment factor for ATS estimation HCM 2010 Eqn. 15-4 A2 0.01 unitless PT proportion of trucks in the traffic stream (decimal) A3 0.00 unitless PR proportion of RVs in the traffic stream (decimal) A4 1.00 unitless ET PCE for trucks from Ex 15-11, 15-12 A5 1.00 unitless ER PCE for RVs from Ex 15-11, 15-13 A6 0.00 unitless PTC proportion of trucks operating at crawl speed A7 0.00 unitless ETC pce's for trucks operating at crawl speed A8 29.45 mph FFS Free Flow Speed (from Field Measurements at v>200vph)HCM 2010 Eqn. 15-1 A9 29.00 mph SFM mean speed of sample (v>200vph) A10 58 vph v total demand flow rate A11 29.00 mph BFFS Base Free Flow Speed (estimated) A12 3.00 fLS adjustment for lane and shoulder width HCM 2010 Ex. 15-7 A13 7.50 fA adjustment for access point density HCM 2010 Ex. 15-8 A14 18.50 mph FFS Free Flow Speed (from estimation)HCM 2010 Eqn. 15-2 A15 23.00 pch Vi demand volume for direction i A16 0.90 PHF Peak Hour factor for direction i A17 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A18 25.56 pch vi,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A19 35.00 pch Vo demand volume for direction o A20 0.90 PHF Peak Hour factor for direction o A21 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A22 38.89 pch vo,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A23 2.40 fnp,ATS adjustment factor for ATS determination for the % of no- passing zones in the analysis direction HCM 2010 Ex. 15-15 A24 29.00 mph FFS Free flow speed (engineer discretion from above between A8 and A14) A25 26.10 mph ATSd Average Travel Speed HCM 2010 Eqn. 15-6 A26 0.90 PFFS Percent of FFS A27 II Road Class HCM 2010 Pg. 15-3 A28 3 %BPTSFd Base Percent Time-Spent-Following for direction i HCM 2010 Eqn. 15-10 A29 -0.0014 a Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A30 0.9730 b Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A31 23 pch vd demand volume for direction I (copied from above) A32 24 %PTSF Percent of Time Spent Following A33 53.5 fnp,PTSF Adjustment to PTSF for the percentage of no-passing zones in direction i HCM 2010 Ex. 15-21 A34 60%Dir. Split Directional Split HCM 2010 Ex. 15-21 A35 A LOS Level of Service (Class II)HCM 2010 Ex. 15-3 A36 B LOS Level of Service (Class III)HCM 2010 Ex. 15-3 Location: Paseo Drive between Sunset Ln and Upper Cattle Creek Rd Year 2021 Background Traffic - Westbound PM Peak Hour HCM 2010 Eqn. 15-11, Used For Road Class III HCM 2010 Eqn. 15-9, Used For Road Class II HCM 2010 TWO-LANE HIGHWAY Project Number:M1491 LEVEL OF SERVICE CALCULATION Prepared By:MLE Ascendigo Ranch Date:2021-03-17 Revised: Item Value Unit Name Description Ref A1 1.00 unitless fHV,ATS Heavy Vehicle Adjustment factor for ATS estimation HCM 2010 Eqn. 15-4 A2 0.01 unitless PT proportion of trucks in the traffic stream (decimal) A3 0.00 unitless PR proportion of RVs in the traffic stream (decimal) A4 1.00 unitless ET PCE for trucks from Ex 15-11, 15-12 A5 1.00 unitless ER PCE for RVs from Ex 15-11, 15-13 A6 0.00 unitless PTC proportion of trucks operating at crawl speed A7 0.00 unitless ETC pce's for trucks operating at crawl speed A8 29.46 mph FFS Free Flow Speed (from Field Measurements at v>200vph)HCM 2010 Eqn. 15-1 A9 29.00 mph SFM mean speed of sample (v>200vph) A10 59 vph v total demand flow rate A11 29.00 mph BFFS Base Free Flow Speed (estimated) A12 3.00 fLS adjustment for lane and shoulder width HCM 2010 Ex. 15-7 A13 7.50 fA adjustment for access point density HCM 2010 Ex. 15-8 A14 18.50 mph FFS Free Flow Speed (from estimation)HCM 2010 Eqn. 15-2 A15 42.00 pch Vi demand volume for direction i A16 0.90 PHF Peak Hour factor for direction i A17 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A18 46.67 pch vi,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A19 17.00 pch Vo demand volume for direction o A20 0.90 PHF Peak Hour factor for direction o A21 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A22 18.89 pch vo,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A23 2.40 fnp,ATS adjustment factor for ATS determination for the % of no- passing zones in the analysis direction HCM 2010 Ex. 15-15 A24 29.00 mph FFS Free flow speed (engineer discretion from above between A8 and A14) A25 26.09 mph ATSd Average Travel Speed HCM 2010 Eqn. 15-6 A26 0.90 PFFS Percent of FFS A27 II Road Class HCM 2010 Pg. 15-3 A28 5 %BPTSFd Base Percent Time-Spent-Following for direction i HCM 2010 Eqn. 15-10 A29 -0.0014 a Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A30 0.9730 b Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A31 42 pch vd demand volume for direction I (copied from above) A32 40 %PTSF Percent of Time Spent Following A33 49.0 fnp,PTSF Adjustment to PTSF for the percentage of no-passing zones in direction i HCM 2010 Ex. 15-21 A34 29%Dir. Split Directional Split HCM 2010 Ex. 15-21 A35 B LOS Level of Service (Class II)HCM 2010 Ex. 15-3 A36 B LOS Level of Service (Class III)HCM 2010 Ex. 15-3 Location: Paseo Drive between Sunset Ln and Upper Cattle Creek Rd Year 2021 Total Traffic - Eastbound PM Peak Hour HCM 2010 Eqn. 15-11, Used For Road Class III HCM 2010 Eqn. 15-9, Used For Road Class II HCM 2010 TWO-LANE HIGHWAY Project Number:M1491 LEVEL OF SERVICE CALCULATION Prepared By:MLE Ascendigo Ranch Date:2021-03-17 Revised: Item Value Unit Name Description Ref A1 1.00 unitless fHV,ATS Heavy Vehicle Adjustment factor for ATS estimation HCM 2010 Eqn. 15-4 A2 0.01 unitless PT proportion of trucks in the traffic stream (decimal) A3 0.00 unitless PR proportion of RVs in the traffic stream (decimal) A4 1.00 unitless ET PCE for trucks from Ex 15-11, 15-12 A5 1.00 unitless ER PCE for RVs from Ex 15-11, 15-13 A6 0.00 unitless PTC proportion of trucks operating at crawl speed A7 0.00 unitless ETC pce's for trucks operating at crawl speed A8 29.46 mph FFS Free Flow Speed (from Field Measurements at v>200vph)HCM 2010 Eqn. 15-1 A9 29.00 mph SFM mean speed of sample (v>200vph) A10 59 vph v total demand flow rate A11 29.00 mph BFFS Base Free Flow Speed (estimated) A12 3.00 fLS adjustment for lane and shoulder width HCM 2010 Ex. 15-7 A13 7.50 fA adjustment for access point density HCM 2010 Ex. 15-8 A14 18.50 mph FFS Free Flow Speed (from estimation)HCM 2010 Eqn. 15-2 A15 17.00 pch Vi demand volume for direction i A16 0.90 PHF Peak Hour factor for direction i A17 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A18 18.89 pch vi,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A19 42.00 pch Vo demand volume for direction o A20 0.90 PHF Peak Hour factor for direction o A21 1.00 fg,ATS grade adjustment factor, from 15-9 or 15-10 A22 46.67 pch vo,ATS demand flow rate i for ATS estimation HCM 2010 Eqn. 15-3 A23 2.40 fnp,ATS adjustment factor for ATS determination for the % of no- passing zones in the analysis direction HCM 2010 Ex. 15-15 A24 29.00 mph FFS Free flow speed (engineer discretion from above between A8 and A14) A25 26.09 mph ATSd Average Travel Speed HCM 2010 Eqn. 15-6 A26 0.90 PFFS Percent of FFS A27 II Road Class HCM 2010 Pg. 15-3 A28 2 %BPTSFd Base Percent Time-Spent-Following for direction i HCM 2010 Eqn. 15-10 A29 -0.0014 a Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A30 0.9730 b Opposing Demand Flow Coefficient HCM 2010 Ex. 15-20 A31 17 pch vd demand volume for direction I (copied from above) A32 16 %PTSF Percent of Time Spent Following A33 49.0 fnp,PTSF Adjustment to PTSF for the percentage of no-passing zones in direction i HCM 2010 Ex. 15-21 A34 71%Dir. Split Directional Split HCM 2010 Ex. 15-21 A35 A LOS Level of Service (Class II)HCM 2010 Ex. 15-3 A36 B LOS Level of Service (Class III)HCM 2010 Ex. 15-3 Location: Paseo Drive between Sunset Ln and Upper Cattle Creek Rd Year 2021 Total Traffic - Westbound PM Peak Hour HCM 2010 Eqn. 15-11, Used For Road Class III HCM 2010 Eqn. 15-9, Used For Road Class II