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Home My WebLink About20203324.tiffColorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado September 28, 2020 Prepared By: Sustainable Traffic Solutions, Inc. http://www.sustainabletrafficsolutions.com/ Joseph L. Henderson, PE, PTOE 303.589.6875 joesustainabIetrafficsolutions.corn Joseph L. Hendersons electronic or digital seal and signature is effective only as to that version of this document as originally published by Joseph L. Henderson. Joseph L. Henderson is not responsible for any subsequent modification, corruption. or unauthorized use of this document. To verify the validity or applicability of the seal and signature, contact Joseph L. Henderson. Table of Contents Page 1 0 Introduction ....... ... 1 2.0 Study Assumptions . ....................... ... 1 3.0 Existing Conditions .... 3 3 1 Traffic Count and Speed Data 3 3 2 Level of Service Analysis 3 3 3 Intersection Sight Distance 4 3 4 Stopping Sight Distance 4 3 5 Passing Sight Distance 4 3 6 Decision Sight Distance 5 4.0 Site Generated Traffic Volumes ... ... 5 4 1 Trip Generation 5 4 2 Trip Distribution and Assignment 5 5.0 Auxiliary Lanes .............. .. ........ ..............5 6.0 Year 2020 Traffic Volumes .. . .......6 6 1 Level of Service Analysis 6 7.0 Year 2040 Traffic Volumes ........ ......................6 7 1 Level of Service Analysis 7 8.0 Conclusions. .... .. .7 List of Tables Table 1 — Existing Daily Traffic Volumes Near the Site Table 2 — Daily Traffic Volumes from Adjacent Developments Table 3 — Intersection Operational Summary Table 4 — Trip Generation Estimate Sustainable Traffic Solutions, Inc Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado September 28, 2020 Table of Contents (Continued) List of Figures Figure 1 — Vicinity Map Figure 2 — Mine Plant Site Plan Figure 3 — Existing Traffic Volumes — Morning Peak Hour Figure 4 — Existing Traffic Volumes — Evening Peak Hour Figure 5 — Laneage and Traffic Control — Existing Figure 6 — Trip Distribution Figure 7 — Trip Assignment — Morning Peak Hour Figure 8 — Trip Assignment — Evening Peak Hour Figure 9 — Year 2020 Background Traffic Volumes — Morning Peak Hour Figure 10 — Year 2020 Background Traffic Volumes — Evening Peak Hour Figure 11 — Year 2020 Total Traffic Volumes — Morning Peak Hour Figure 12 — Year 2020 Total Traffic Volumes — Evening Peak Hour Figure 13 — Laneage and Traffic Control — At the Mine Accesses Figure 14 — Year 2040 Background Traffic Volumes — Morning Peak Hour Figure 15 — Year 2040 Background Traffic Volumes — Evening Peak Hour Figure 16 — Year 2040 Total Traffic Volumes — Morning Peak Hour Figure 17 — Year 2040 Total Traffic Volumes — Evening Peak Hour Appendix A Appendix B Appendix C Appendix D List of Appendices Traffic Count Data VISTRO Analysis Results Intersection Sight Distance Analysis Stopping Sight Distance Photos Sustainable Traffic Solutions, Inc ii Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado September 28, 2020 Colorado Sand Company Traffic Impact Study 1.0 Introduction The Colorado Sand Company is proposing to create the Keenesburg No 2 Mine on the Guttersen Ranch about three miles northeast of Keenesburg The location of the mine is shown in Figure 1 and the site plan for the plant site is contained in Figure 2 The southern edge of the mine will be north of the future WCR 22 alignment and the northern edge will be south of the future WCR 26 alignment Access to the mine will be from a private road that begins at the WCR 22 alignment with the mine entrance on the south end of the site and the mine exit to the north The mine is expected to operate seven days per week and 24 -hours per day All of the traffic associated with the mine is expected to pass through the 1-76 / Market Street interchange and travel on Market Street, WCR 18, and WCR 59 to and from the mine The study has been prepared based on the Weld County traffic impact study requirements' 2.0 Study Assumptions The following assumptions were utilized for this study • Short -Term Study Horizon The mine is expected to be operational in the Year 2021, therefore, the short-term horizon is Year 2021 • Long -Term Study Horizon The Year 2040 will be the long-term horizon because 20 years is a typical long-term planning horizon • Market Street Business Park This development is assumed to be on the west side of Market Street between WCR 18 and 1-76 Based on the Market Street Business Park Traffic Impact Analysis2, the development is expected to be completed in Year 2022, so the traffic from this development is included in the Year 2040 traffic volume scenarios • Growth in Background Traffic A 1% annual growth rate has been assumed for traffic on Market Street based on the assumption that was used in the Market Street Business Park Traffic Impact Analysis Traffic volumes are not expected to grow on WCR 18 and WCR 59 east of Market Street Weld County Engmeennq and Construction Cntena Weld County Updated July 2017 2 Market Street Business Park Traffic Impact Analysis LSC Transportation Consultants, Inc August 30, 2019 Sustainable Traffic Solutions, Inc 1 Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado September 28, 2020 Growth in traffic on WCR 18 and WCR 59 east of Market Street will be due to new development that can't be predicted • Future Improvements to the Study Area Intersections The Town provided a traffic impact study for the Market Street Business Park That study assumes that the existing intersections on Market Street for the school bus access and at Pippin Lane will close in favor of an access that will be located near the middle of Market Street between WCR 18 and the westbound 1-76 interchange ramp Therefore, this traffic study assumes that those intersections will not exist in the Year 2040 traffic volume scenarios • Hours of Operation for the Mine The following assumptions are made regarding the operation of the mine o The mine is expected to operate seven days per week and 24 -hours per day o Two 12 -hour shifts of people working in the mine are planned with the shifts beginning at 6 00 a m and 6 00 p m Each shift is expected to include 34 workers who are assumed to travel to the mine in single occupancy passenger vehicles o The office staff are expected to work from 8 00 a m to 5 00 p m and the office is expected to be open seven days per week Eight people are expected to be working in the office who are assumed to travel to the mine in single occupancy passenger vehicles o Deliveries will be made seven days per week from 8 00 a m to 5 00 pm o Trucks accessing the mine to haul aggregate are expected to arrive and depart seven days per week and 24 -hours per day The flow of trucks in and out of the mine is assumed to be spread evenly across the day • Saturation Flow Rate The saturation flow rate was assumed to be 1,600 passenger cars / hour / lane which is typical in rural areas • Peak Hour Factor The peak hour factors used in the analysis of the intersections on Market Street are based on the peak hour counts that were collected for the project A peak hour factor of 0 85 was assumed for the Waste Management accesses and the mine accesses • Truck Percentage The data collected for the study showed that there were approximately 75% trucks south of the Waste Management landfill access Therefore, 75% trucks were assumed in the analysis Sustainable Traffic Solutions, Inc 2 Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado September 28, 2020 3.0 Existing Conditions 3 1 Traffic Count and Speed Data Traffic count data for the study were collected on Tuesday September 10, 2019 by Apex Design The existing peak hour volumes are contained in Figures 3 and 4 The count data are contained in Appendix A Traffic volumes and vehicle classification data were collected north of the proposed mine entrance to record the existing traffic volumes including the number of trucks that are already using WCR 59 These data are summarized in Table 1 The volume of traffic from each development is contained in Table 2 85th Percentile speeds are contained in Table 1 They range from 60 MPH south of the Waste Management landfill access to 35 MPH north of the DCP access 3.2 Level of Service Analysis To evaluate the performance of the study area intersections, the level of service (LOS) was calculated using VISTRO software This software package utilizes criteria described in the Highway Capacity Manual3 LOS is a measure used to describe operational conditions at an intersection LOS categories ranging from A to F are assigned based on the predicted delay in seconds per vehicle for the intersection as a whole, as well as for individual turning movements LOS A indicates very good operations, and LOS F indicates poor, congested operations Acceptable intersection operation in rural areas is typically considered LOS C or better The operation of the study area intersections is summarized in the following table All of the study area intersections are operating at LOS A or LOS B which is considered acceptable operation Level of service for stop -controlled intersections is based on the lowest letter grade for the side street movements Figure 5 contains the existing laneage and traffic control for the intersections Table 3 summarizes the operational analysis and the VISTRO output is contained in Appendix B Intersection - Control R¢ak Hour Morning Evening 1 - Market Street / WCR 18 Stop A A 2 - Market Street / School Bus Access Stop A A 3 - Market Street / Pippin Lane 4 - Market Street /1-76 Westbound Ramp Stop Stop A B A B 5 - Market Street/1-76 Eastbound Ramp Stop B B 6 - WCR 59 / Waste Management Entrance Stop A A 7 - WCR 59 / Waste Management Exit Stop A A 3 Highway Capacity Manual, 6th Edition Transportation Research Board 2016 Sustainable Traffic Solutions, Inc 3 Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado September 28, 2020 3.3 Intersection Sight Distance The intersection sight distance was evaluated at all of the access points along WCR 18 and WCR 59 from the Market Street intersection to the horizontal curve north side of the Colorado Sand Company site The methodology for the analysis is contained in Section 9 5 of the AASHTO green book4 Figure C1 shows the location of all of the accesses that were evaluated and the sight distance evaluation for each access is documented in Figures C2 through C27 (see appendix C) These figures show that adequate sight distance exists at each of the access points with the exception of Access 4 (see Figure C5) Due to trees growing in the right-of-way, there is not adequate sight distance for vehicles turning left from that access 3 4 Stopping Sight Distance The stopping sight distance was estimated along WCR 18 and WCR 59 from the Market Street intersection to the horizontal curve north of the Colorado Sand Company site The highest 85th percentile speed recorded along the roadway was 60 MPH, so that speed was used to measure the stopping sight distance Table 4-1 from the Weld County Engineering and Construction Criteria defines the stopping sight distance as 570' for grades ranging from 0% to 3% USGS topo maps were used to estimate the grades on this section of roadway They vary from 0 4% to 1 6%, therefore 570' was the appropriate value to use to evaluate the stopping sight distance along the roadway As noted in Section 3 2 2 5 of the A Policy on the Geometric Design of Highways and Streets, 7th Edition, the values in Table 4-1 can also be used for passenger vehicles and trucks because the driver's eye height is much higher in a truck than in a passenger vehicle The improved perspective of the truck driver balances out the weight of the truck The stopping sight distance was estimated by observing the sight distance along the roadway Given that the roadway is relatively flat, the driver can see much farther than the minimum stopping sight distance of 570' Therefore, there is minimum stopping sight distance on WCR 18 and WCR 59 east of Market Street This is documented in photos contained in Figures D1 through D22 (see Appendix D) Photos were taken at 0 2 mile intervals to demonstrate the minimum stopping sight distance is available 3.5 Passing Sight Distance Weld County has marked a centerline on WCR 18 and WCR 59 from Market Street east to the WCR 22 alignment The centerline includes passing and no passing zones North of the WCR 22 alignment, a centerline exists to the Waste Management landfill that prohibits passing STS did not evaluate the passing sight distance because the evaluation has been completed by others 4 A Policy on the Geometric Design of Highways and Streets, 7th Edition American Association of State Highway and Transportation Officials 2018 Sustainable Traffic Solutions, Inc 4 Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado September 28, 2020 3.6 Decision Sight Distance According to the County standards, decision sight distance is applicable at interchanges, cluttered confusing intersections, and short lane drops Since none of the situations occur on WCR 18 and WCR 59 east of Market Street, decision sight distance was not evaluated 4.0 Site Generated Traffic Volumes 4.1 Trip Generation Mines are not a land use that is addressed in the ITE Trip Generation manuals, therefore, the trip generation was determined based on information that was provided by Schedio Group The daily and peak hour traffic are summarized in Table 4 892 truck trips and 152 passenger vehicle trips are expected to be generated each day by the mine One round trip to the mine is equal to two trips in Table 4 During the morning peak hour, the workers from the night shift are expected to be leaving the mine because the shift change is expected to occur at 6 00 a m During the evening peak hour, workers for the night shift are expected to be arriving at the mine because the shift change is expected to occur at 6 00 p m The flow of trucks in and out of the mine is assumed to be spread evenly across the day, so 1/24th of those truck trips are expected to occur each hour The trucks hauling aggregate from the mine will be normal tractor trailer configurations Tractors will include day cabs and sleeper units Trailers will be a mix of flat beds with one large or two small "sand boxes" on flat bed, pneumatics, and custom trailers resembling enclosed dump bottom trailers Tandem dump trucks (dump bed mounted on truck frame) are a possible truck type, but they are not expected to be a high percentage of the trucks Trucks delivering parts, fuel, and equipment will range from single unit trucks to semi -tractor trailers depending on what is being delivered 4.2 Trip Distribution and Assignment The trip distribution that is contained in Figure 6 is based on information that was provided by Schedio Group The traffic entering and exiting the mine is expected to be evenly distributed from the east and west on 1-76 The peak hour trip assignment is contained in Figures 7 and 8 5.0 Auxiliary Lanes STS reviewed the need for auxiliary lanes at the mine entrance on the private road Weld County has criteria for auxiliary lanes that are contained in Section 6 6 of the Weld County Engineering and Construction Criteria Based on Section 6 6 1, Weld County has criteria for the construction of auxiliary lanes on arterial and collector roadways Considering that the mine access will be from a private road, auxiliary 5 Trip Generation, 10th Edition Institute of Transportation Engineers September 2017 Sustainable Traffic Solutions, Inc 5 Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado September 28, 2020 lanes will not be required based on the County's standards The intersection operation of the mine access is expected to be LOS A in the Year 2040, so the analysis doesn't suggest that auxiliary lanes would be necessary to improve the intersection operation 6.0 Year 2020 Traffic Volumes The Year 2020 background traffic volumes (without the development traffic) were estimated by inflating the existing volumes for all movements at the 1-76 interchange ramps, Market Street / WCR 18, and on Market Street at the school bus access and at Pippin Lane by the 1% annual growth rate that is discussed in Section 2 0 Figures 9 and 10 contain the Year 2020 background traffic volumes The projected peak hour volumes at the completion of the project were estimated by adding the traffic that is expected to be generated by the mine to the background traffic volumes The Year 2020 total traffic volumes are contained in Figures 11 and 12 6.1 Level of Service Analysis The study area intersections are expected to operate at LOS A or LOS B during the morning and evening peak hours in the background and total traffic volume scenarios The traffic from the mine is only expected to result in slight increases in delay for some of the movements at the study area intersections Table 3 summarizes the operational analysis and the VISTRO output is contained in Appendix B The existing laneage and traffic control that are contained in Figure 4 were assumed for the analysis of the background traffic volumes The laneage and traffic control assumed at the mine accesses is contained in Figure 13 The laneage and traffic control at the Market Street intersections is not expected to change from the existing conditions Intersection Control Background' Total Morning• Evening, Morning V Evening 1 - Market Street / WCR 18 Stop A A A A 2 - Market Street / School Bus Access Stop A A B B 3 - Market Street / Pippin Lane Stop A A A A 4- Market Street / I-76 Westbound Ramp Stop B B B B B B B 5- Market Street / I-76 Eastbound Ramp Stop B 6 - WCR 59 / Waste Management Entrance Stop A A A A 7 - WCR 59 / Waste Management Exit Stop A A A A 8 - WCR 59 / Mine Entrance — These intersections will not exist in this scenano Traffic wont stop at this intersection 9 - WCR 59 / Mine Exit Stop A A 7.0 Year 2040 Traffic Volumes The Year 2040 background traffic volumes (without the development traffic) were estimated by inflating the existing volumes for all movements at the 1-76 interchange ramps and at Market Street / WCR 18 by the 1% annual growth rate that is Sustainable Traffic Solutions, Inc 6 Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado September 28, 2020 discussed in Section 2 0 Figures 14 and 15 contain the Year 2040 background traffic volumes The projected peak hour volumes at the completion of the project were estimated by adding the traffic that is expected to be generated by the mine to the background traffic volumes The Year 2040 total traffic volumes are contained in Figures 16 and 17 7.1 Level of Service Analysis The study area intersections are expected to operate at LOS C or better during the morning and evening peak hours in the background and total traffic volume scenarios The traffic from the mine is only expected to result in slight increases in delay for some of the movements at the study area intersections Table 3 summarizes the operational analysis and the VISTRO output is contained in Appendix B The existing laneage and traffic control that are contained in Figure 4 were assumed for the analysis of the background traffic volumes The laneage and traffic control assumed at the mine accesses is contained in Figure 13 The laneage and traffic control at the Market Street intersections is not expected to change from the existing conditions Intersection ` 1 - Market Street / WCR 18 Control' Stop Background Total. Morning. A .Evening . Morning _ _ Evening A A A 4 - Market Street / I-76 Westbound Ramp Stop B B B B 5 - Market Street / I-76 Eastbound Ramp Stop C C C C 6 - WCR 59 / Waste Management Entrance Stop A A A A 7 - WCR 59 / Waste Management Exit Stop A A A A 8 - WCR 59 / Mine Entrance — These intersections will not exist in this scenano Traffic won't stop at this intersection 9 - WCR 59 / Mine Exit Stop A A 8.0 Conclusions STS has drawn the following conclusions based on the analysis performed in the study • Intersection Operation The study area intersections are operating at acceptable levels of service and are expected to continue to operate at LOS C or better through the Year 2040 total traffic volume scenarios • Auxiliary Lanes No new auxiliary lanes will be warranted by the traffic that will be generated by the mine • Intersection Sight Distance Adequate intersection sight distance exists at all of the accesses on WCR 18 and WCR 59 east of Market Street except for Access 4 Trees growing in the right-of-way restrict the sight distance for vehicles turning left from that access Sustainable Traffic Solutions, Inc 7 Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado September 28, 2020 • Stopping Sight Distance There is minimum stopping sight distance on WCR 18 and WCR 59 east of Market Street • Passing Sight Distance STS did not evaluate the passing sight distance because the evaluation has been completed by others • Decision Sight Distance According to the County standards, decision sight distance is applicable at interchanges, cluttered confusing intersections, and short lane drops Since none of the situations occur on WCR 18 and WCR 59 east of Market Street, decision sight distance was not evaluated Sustainable Traffic Solutions, Inc 8 Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado September 28, 2020 Tables Table 1 — Existing Daily Traffic Volumes Near the Site Table 2 — Daily Traffic Volumes from Adjacent Developments Table 3 — Intersection Operational Summary Table 4 — Trip Generation Estimate Sustainable Traffic Solutions, Inc Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado September 28, 2020 Table 1 Existing Daily Traffic Volumes and Speeds Near the Site Count Location WCR 59 South of the Waste Management Access Total Traffic, 866 Passenger. Vehicles 204 Trucks 662 Percent Trucks 76% $5th Percentile ' Northbound 60 Speed Southbound 58 WCR 59 North of the Waste Management Access 492 128 364 74% 44 36 WCR 59 South of the Al Organics Access South Access 543 198 345 64% 43 41 WCR 61 South of the Al Organics Access North Access 537 198 339 63% 46 42 WCR 61 South of the Coors Energy Access 347 147 200 58% 50 44 WCR 61 South of the DCP Access 310 103 200 65% 46 39 WCR 61 North of the DCP Access 257 86 171 67% 51 35 Table 2 Daily Traffic Volumes from Adjacent Developments Development Access Passenger ' Total Traffic,' Vehicles Trucks Pendent Trucks Waste Management 374 76 298 80% Al Organics - South Access 6 0 6 100% Al Organics - North Access 190 51 139 73% Coors Energy - South Access 37 44 0 0% DCP 53 17 29 55% Coors Energy - North Access 257 86 171 67% Colorado Sand Company 9-28-20 9/24/2020 1 - Daily Volumes 4 14 PM Table 3 Intersection Operational Summary • T "Existing Slip Canliil� Kerning Evening Ilr N II LOS. IIZ T -_ Year 2020 Saekgreunsf R _ Mgrning Evening u eglignallell • ., Year 2020'Tilal _-^ ®nng, 'Evening '_ LOS MCI 'Yeir'.2040 Iack,iiuni T '' ',Warning .Evening Delay, .Ir r'aMleq " • "Year 2040 Tat51 .Warning, ' 'Evening Win= 2 Market Street / School Bus Access This Intersection wit not exist by tho Year 2040 Thls intersection will not exist by the Year 2040 Southbound Lett Turn 0 00 A D 00 A 0 00 A 0 00 A 0 00 A D 00 A Westbound Left Turn + Right Turn 9 95 A 9 57 A 9 97 A 9 58 A 10 60 a 10 08 a 3 Market Street I Pippin Lane This intersection will not exist by the Year 2040 This intersectron will not exist by the Year 2040 Northbound Lett Turn 7 58 A 7 57 A 7 56 A 7 58 A 7 70 A 7 63 A Westbound Left Turn + Right Turn 8 97 A 8 97 A 8 98 A 8 98 A 9 30 A 9 11 A 4 Market Street I 1 76 Westbound Ramp Northbound Loft Turn 7 99 A 7 83 A 8 D0 A 7 84 A 8 20 A 7 91 A 8 43 A 8 57 A 8 81 A 8 67 A Westbound Left Turn + Thru + Right Turn 1479 B 1269 B 1488 B 1275 B 1440 B 1076 B 1471 B 1385 a 1500 B 1371 B 5 Market Street /I 75 Eastbound Ramp Southbound Left Turn 7 98 A 7 79 A 7 97 A 7 79 A 8 06 A 7 82 A 8 38 A 8 27 A 8 48 A 8 31 A Eastbound Left Turn+ Thru+ Right Turn 1057 B 1028 B 1058 B 1031 a 1143 B 1098 a 1510 C 1893 C 1707 C 2066 C 6 WCR 59 / Waste Management Entrance Northbound Left Turn 7 97 I A I 7 92 I A 7 97 I A I 7 92 I A 8 15 I A I 8 00 A 7 97 I A I 7 92 I A 8 11 I A I 8 00 I A 7 WCR 59 / Waste Management Exit Eastbound Right Turn 9 06 I A I 9 11 I A 9 06 I A I 9 11 I A 9 42 I A I 9 28 I A 9 06 I A I 9 11 I A 9 42 I A I 9 26 I A 8 WCR 59 1 Mine Entrance This Intersection does not exist This intersection will not exist in this scenario No vehicles will stop at this intersection This Intersection will not exist in this scenario No vehicles will stop at this intersection 9 WCR 59/ Mine Exit This intersection will not exist in this scenario This Intersection will not exist In this scenario Westbound Left Turn This intersection does not exist 9 74 A I 9 49 I A 9 B4 I A I 9 49 I A • All -Way StippCgnlril - - - - 0 - • " • Warning 'r •Delayr Existing. Evening • LOS. , ',Delay--• "LOS' ; Year 2020:1'ockgreund Ma₹rung, Evening +Delay _ •^LOS` Dcluy" • LOS"' i - 'Year 2020•Tetal " Mar•nin�• Delay" 'Year 2040•Iackgrsund LOS-": Evening 'Delay "-LOS - " •Mirnin9 • Evening, - Mernin6 - -'Evening, belay'- '" rL-OS,-'^' Delay' LOS"' -Delay ' LOS 'Delay LOS 7 Market Street I WCR 18 780 A 755 A 781 A 755 A 834 A 781 A 775 A 789 A 807 A 822 A Northbound Left Turn + Right Turn 8 02 A 7 79 A 8 02 A 7 79 A 8 42 A 7 88 A 7 95 A 8 13 A 8 16 A 8 37 A Eastbound Thru + Right Turn 745 A 683 A 745 A 714 A 767 A 731 A 743 A 752 A 758 A 773 A Westbound Left Turn + Thru 790 A 574 A 799 A 784 A 877 A 819 A 796 A 813 A 844 A 853 A Colorado Sand Company 3 - LOS 11/7/2019 427 PM Table 4. Trip Generation Estimate Daily Trips Passenger Vehicles (Employees Working in the Quarry) Total 136 In. 68 -Out 68 Passenger Vehicles (Office Staff) 16 8 8 Customer Truck Drivers Hauling Aggregate 878 439 439 Single Unit Truck (Deliveries) 14 7 7 Total 1,044 522 522 Morning Peak Hour Passenger Vehicles (Employees Working in the Quarry) Total, 34 fn 0 Out 34 Customer Truck Drivers Hauling Aggregate 36 18 18 Total 70 18 52 Evening Peak Hour - Passenger Vehicles (Employees Working in the Quarry) - Total 34 , in 34 Out 0 Passenger Vehicles (Office Staff) 8 0 8 Customer Truck Drivers Hauling Aggregate 36 18 18 Total 78 52 26 Notes 1 The information used to develop the trip generation estimate was provided by Schedio Group C \Users\JoeTr\Documents\Projects\Active\Colorado Sand Company\Project\Excel\Colorado Sand Company 11/7/2019 4- Trip Gen 427 PM Figures Figure 1 — Vicinity Map Figure 2 — Mine Plant Site Plan Figure 3 — Existing Traffic Volumes — Morning Peak Hour Figure 4 — Existing Traffic Volumes — Evening Peak Hour Figure 5 — Laneage and Traffic Control — Existing Figure 6 — Trip Distribution Figure 7 — Trip Assignment — Morning Peak Hour Figure 8 — Trip Assignment — Evening Peak Hour Figure 9 — Year 2020 Background Traffic Volumes — Morning Peak Hour Figure 10 — Year 2020 Background Traffic Volumes — Evening Peak Hour Figure 11 — Year 2020 Total Traffic Volumes — Morning Peak Hour Figure 12 — Year 2020 Total Traffic Volumes — Evening Peak Hour Figure 13 — Laneage and Traffic Control — At the Mine Accesses Figure 14 — Year 2040 Background Traffic Volumes — Morning Peak Hour Figure 15 — Year 2040 Background Traffic Volumes — Evening Peak Hour Figure 16 — Year 2040 Total Traffic Volumes — Morning Peak Hour Figure 17 — Year 2040 Total Traffic Volumes — Evening Peak Hour Sustainable Traffic Solutions, Inc Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado September 28, 2020 Generated with PTV Version 2020 (SP 0-0) VISTRO Colorado Sand Company TIS Weld County, CO Figure 3. Existing Traffic Volumes - Morning Peak Hour WCR 18 School Bus Access Pippin Lane 1-76 EB Ramps WM Entrance WM Exit Q K' ; 1-76 WB Ramps 9/28/2020 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 4. Existing Traffic Volumes - Evening Peak Hour WCR 18 1 5 —. .-- 23 72 r 34 1-76 EB Ramps School Bus Access 00 cy) iL_L t 1 1 Pippin Lane WM Entrance WM Exit i KJ Colorado Sand Company TIS Weld County, CO 1-76 WB Ramps E.4) vN �A ar?, (Art' 9/28/2020 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Colorado Sand Company TIS Weld County. CO Figure 5. Laneage and Traffic Control - Existing WCR 18 1-76 EB Ramps iTh School Bus Access Pippin Lane 1-76 WB Ramps 9/28/2020 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 5. Laneage and Traffic Control - Existing 'rtirrn;nft prnrtitrt ::-rrrn shot rvprinf+'d with rusrldrision from M►Grr snu# WM Entrance $ WM Exit • Pm, ►A ..p '-.yate1t-.t k 1u - .t -* 4 _ .._ .w ♦w tile* Colorado Sand Company TIS Weld County.. CO - • a E • M - JCL C C t 1 9/28/2020 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 7. Trip Assignment - Morning Peak Hour WC R 18 School Bus Access 1-76 EB Ramps WM Entrance Pippin Lane WM Exit Colorado Sand Company TIS Weld County, CO 1-76 WB Ramps MN.) 0)0) )1 st i O t0 Mine Entrance 0 0 • 9/28/2020 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Colorado Sand Company TIS Weld County. CO Figure 7. Trip Assignment - Morning Peak Hour Microsoft product :c:rApn shot rcprintpd with permission from Microsoft Co Mine Exit 9/28/2020 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 8. Trip Assignment - Evening Peak Hour WC R 18 0 0 r 26 ) r O N School Bus Access Pippin Lane Colorado Sand Company TIS Weld County. CO 1-76 WB Ramps 1-76 EB Ramps WM Entrance WM Exit Mine Entrance 9/28/2020 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Colorado Sand Company TIS Weld County. CO Figure 8. Trip Assignment - Evening Peak Hour Mine Exit 9/28/2020 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 9. Year 2020 Background Traffic Volumes - Morning Peak Hour WCR 18 64 r 25 a W W WM Entrance 1-76 EB Ramps School Bus Access CO 0 -.4 i Pippin Lane WM Exit 4 co 1 Colorado Sand Company TIS Weld County. CO 1-76 WB Ramps 9/28/2020 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTy VISTRO Version 2020 (SP 0-0) Colorado Sand Company TIS Weld County, CO Figure 10. Year 2020 Background Traffic Volumes - Evening Peak Hour -, 1i;iiai.1 trim ..17 1{ 1 ..'- J�� u_ . k tf61 1 WCR 18 School Bus Access Pippin Lane 1-76 WB Ramps 1-76 EB Ramps WM Entrance WM Exit 9/28/2020 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. 1 Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 11. Year 2020 Total Traffic Volumes - Morning Peak Hour 4,1r'r:if,nit f r :rilir' pphnft'11'1111-, , p0 WCR 18 12 —* 6 64 r 1r a(J1 W N 1-76 EB Ramps 77 School Bus Access WM Entrance WM Exit Mine Entrance 1 Pippin Lane 9 Co CD .71 K Colorado Sand Company TIS Weld County. CO 1-76 WB Ramps 9/28/2020 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Colorado Sand Company TIS Weld County. CO Figure 11. Year 2020 Total Traffic Volumes - Morning Peak Hour Microsoft prorirurt screen stint reprnnter1 with permI cinn frr rn Mu-Jr:soft Cn Mine Exit 9/28/2020 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Figure 12. Year 2020 Total Traffic Volumes - Evening Peak Hour WCR 18 School Bus Access 1-76 EB Ramps WM Entrance WM Exit 1, Pippin Lane a Colorado Sand Company TIS Weld County, CO 1-76 WB Ramps Mine Entrance 9/28/2020 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Colorado Sand Company TIS Weld County. CO Figure 12. Year 2020 Total Traffic Volumes - Evening Peak Hour tMli•-:rn ,oft product ct -,cram shot rcprnntc'd with pPrmvscinn from Microsoft Co Mine Exit I 9/28/2020 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO STRO Figure 13. Laneage and Traffic Control - At the Mine Accesses 'AicrA Haft scrrrn -hr.' rrpnntrri with pe WM Entrance WM Exit Colorado Sand Company TIS Weld County. CO Mine Exit Mine Entrance t • 9/28/2020 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Colorado Sand Company TIS Weld County. CO Figure 14. Year 2040 Background Traffic Volumes - Morning Peak Hour WCR 18 1-76 WB Ramps 1-76 EB Ramps WM Exit WM Entrance C) 1 9/28/2020 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 15. Year 2040 Background Traffic Volumes - Evening Peak Hour WCR 18 1-76 WB Ramps 1-76 EB Ramps Colorado Sand Company TIS Weld County. CO WM Entrance WM Exit 9/28/2020 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. 1-76 WB Ramps 1-76 EB Ramps Generated with PTV Version 2020 (SP 0-0) VISTRO Colorado Sand Company TIS Weld County, CO Figure16. Year 2040 Total Traffic Volumes - Morning Peak Hour Alerasoft produ WCR 18 WM Exit Mine Entrance Mine Exit C) J WM Entrance 9/28/2020 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO • _ Version 2020 (SP 0-0) Figure 17. Year 2040 Total Traffic Volumes - Evening Peak Hour WCR 18 1-76 WB Ramps 1-76 EB Ramps WM Exit Mine Entrance Mine Exit Colorado Sand Company TIS Weld County. CO WM Entrance 9/28/2020 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Appendix A Traffic Count Data Sustainable Traffic Solutions, Inc Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado September 28, 2020 TMC1_AM apex Jesign Market St WCR 18 N W t► t- Date: Tue, Sep 10, 2019 b 4 Period: S:00 AM to 9:00 AM S Peak Hour: 6:30AM to 7:30AM WCR 18 = Peak Hour << t� 0 4imein 6 < 31 �. 0 < 12 , la ("25 > 75 /d4%, ` >> 63 "mi PH F: 0.9 C Q * V TE1f 184 u WCR 184 0 in i r ri 0, g3 2 g A Peak Hour Summary Time WCR 18 Eastbound UT LT TH RT WCR 18 Westbound UT LT TH RT Market St n/a 15 -min Rolling Northbound UT LT TH RT Southbound UT LT TH RT Total Hour 6:30 AM 6:45 AM 7:00 AM 7:15AM 0 0 2 11 0 0 5 14 0 0 1 18 0 0 4 20 0 6 2 0 0 5 1 0 0 9 3 0 0 5 0 0 0 18 0 12 0 14 0 8 1 7 0 6 0 4 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 51 47 45 41 0 0 0 184 Peak Hour 0 0 12 63 0 25 6 0 1 43 0 34 0 0 0 0 184 - Time Heavy Vehicle Totals EB WB NB SB Total Bicycles EB WB NB SB Total Pedestrians East West North South Total 6:30 AM 6:45 AM 7:00 AM 7:15 AM 0 6 4 0 10 1 1 6 0 8 1 4 3 0 8 2 3 4 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 4 14 17 0 35 0 0 0 0 0 0 0 0 0 0 _ _ _ Nathan Warren: (720) 660-4048 nathan.warren@apexdesignpc.com woJ.JdAsapxade@uaaaeM'ueyleu 817017-099 (OZL) :uaaaeM ueyleN o 0 0 0 0 0 0 0 0 0 SE 0 Li VT V anoH lead 0 0 0 0 0 0 0 0 _ 0 0 DT 0 P9 917 TE ielol lunoJ 0 0 0 0 0 0 0 0 0 0 ET 0 9 17 E WV Sv:8 0 0 0 0 0 0 0 0 0 0 ZT 0 S V E WVOE:8 0 0 0 0 0 0 0 0 0 0 EZ 0 OT L 9 WV ST:8 0 0 0 0 0 0 0 0 0 0 ET 0 Z L V Wd00:8 0 0 0 0 0 0 0 0 0 0 ST 0 L E S VWSVL 0 0 0 0 0 0 0 0 0 0 TT 0 5 Z 17 WV OE:L 0 0 0 0 0 0 0 0 0 0 6 0 b £ Z iNd ST:L 0 0 0 0 0 0 0 0 0 0 8 0 £ b I LA1v 00:L 0 0 0 0 0 0 0 0 0 0 8 0 9 I I Wt!SV:9 0 0 0 0 0 0 0 0 0 0 OT 0 tr 9 0 WdOE:9 0 0 0 0 0 0 0 0 0 0 L 0 9 0 1 WV SI:9 0 0 0 0 0 0 0 0 0 0 17 0 E 0 I INV00:9 0 0 0 0 0 0 0 0 0 0 Z 0 1 T 0 WV S17:S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WV OE:5 0 0 0 0 0 0 0 0 0 0 E 0 Z 1 0 INV ST:S 0 0 0 0 0 0 0 0 0 0 E 0 0 £ 0 Wd00:5 ielol ylnoS 41JoN lsaM ;se3 Ielol 8S 8N SM 83 Ielol 8S 8N 8M 83 aw!I sueplsapad sap/ ow sapiyan AneaH - 59'0 59'0 8L'0 AHd - %6L'11 %9T'Str %££'S % AH Hd 0 PSI 0 0 0 0 PE 0 ED I 0 9 SZ 0 £9 ZI 0 0 anoH lead 0 Z65 0 0 0 0 17ZT 0 891 1 0 OZ 69 0 ZVI L9 0 I lelo1lunoJ S17T E 0 0 0 0 9 0 S 0 0 17 S 0 E S 0 0 WV SV:8 85T EE 0 0 0 0 8 0 ET 0 0 T 17 0 E S 0 0 Wd O£:8 9LT 917 0 0 0 0 01 0 ET 0 0 £ 17 0 L 6 0 0 Wd ST:8 ILI 8E 0 0 0 0 Z 0 TT 0 0 Z 8 0 01 5 0 0 INV 00:8 8LI I17 0 0 0 0 L 0 TI 0 0 1 9 0 6 L 0 0 WV S17:L 1781 TS 0 0 0 0 TT 0 17T 0 0 Z 9 0 91 Z 0 0 Wd OE:L 8 0 17 0 PST TV 0 0 0 0 0 0 S 0 OZ V 0 0 WV ST:L 081 Str 0 0 0 0 9 0 L T 0 E 6 0 81 I 0 0 Wd 001 ELI LV 0 0 0 0 8 0 VT 0 0 T S 0 VT S 0 0 WV Str:9 6S1 IS 0 0 0 0 ZI 0 81 0 0 Z 9 0 TT Z 0 0 WV 0£:9 6EI LE 0 0 0 0 6 0 LI 0 0 0 Z 0 E S 0 I WV SI:9 81T LE 0 0 0 0 ZI 0 171 0 0 0 1 0 5 5 0 0 Wd 00:9 L6 VE 0 0 0 0 6 0 TT 0 0 0 Z 0 L S 0 0 VW S17:S 0 IE 0 0 0 0 TT 0 TT 0 0 0 1 0 b 17 0 0 Wd O£:5 0 91 0 0 0 0 Z 0 17 0 0 0 T 0 8 1 0 0 WV ST:S 0 91 0 0 0 0 £ 0 Z 0 0 1 17 0 b Z 0 0 WV 00:5 18 HI 11 in 18 HI 11 in 18 HI 11 In 18 HI 11 in anoH punogylnos punogylaoN punoglsaM punoglsej awil 8uq oa lelol eft' TS lalieW ST 21JM 8T 8JM AiawWns Wd IJWl nathan.warren@apexdesignpc.com Nathan Warren: (720) 660-4048 Peak Hour 6:30 AM 6:45 AM TOO AM 7:15 AM 3 ID I Peak Hour 6:30 AM 6:45 AM 7:00 AM 7:15 AM 3 0 ev f0 17 2 p C 't C B 3 't ,� j<-[}IUUUU 1 ..... ;' 41 W 0 p 0 ~ 0 > I to . a -, O. VD cn to -i c oo it D D t c o o V ca Fa `° o D D K K Market St -O 'O —. E cu r - VI 0 o 00000 w 0 0 0 0 0 o o 0 N o o ►-+ C I- Com.v 0 wo►-•oN cri tai vi 0 0 0 0 a w rn A t11 a N A . 00 00 0 W � < W- O 5' r =Q n RC O in O t1'1 Oooao 0 O O O O N F-+ O N 0 0 0 0 ` �7 CT �' o g =D.� C. N rt b 4404 iii, 0 00000 00000 000c0 0 0 0 0 0 0 0 0 0 0 m co ❑ ❑ lao PI 94 ❑ a ❑ 86 4 \ 00000 t-+�OOO 00 NJ to a p.a NJ W N O f-+ N -+ :O S rt0.1 Cr -" C N E ❑0 "Nita %. 2 0❑�n ❑ 1 ❑ CO &n 82 = O ❑ �r CD0 CCI R. S 0 C Market St \ 0 in O to 1 i O O I A . / z ii/ 1 vi 4,V 71 L ..... 00000 OO CT) 0 N N N N Ill O Q1 0 0 0 0 C to ;O g 0 0 0 0 O O o 0 o O o o O O O O 00000 0 O O O m Cu r* a) r+ea za 091 N rev rt co. Cr o Pr ect C N S D r+ a). cu to 3 C et D— 0~0 N A A A tn O ► la W N N 0 t' NLa 1 cu3 '' 9,,1 d 0000 0 0 0 N XI 0 O ' - TMC2AM Summary Time Pippin Eastbound UT LT Ln TH RT Driveway Westbound UT LT TH RT UT Market St Northbound LT TH RT UT Market Southbound LT St TH RT Total Rolling Hour 5:00 AM 5:15 AM 5:30 AM 5:45 AM 6:00 AM 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 6 0 0 0 23 0 0 0 19 0 0 0 25 0 0 0 25 0 0 0 6 0 0 0 9 0 0 0 5 0 0 0 8 0 0 0 6 0 0 0 5 0 12 15 30 27 31 30 103 118 0 0 0 84 6:30 AM 0 0 0 1 0 2 0 0 0 0 31 2 0 0 16 0 52 140 156 166 182 6:45 AM 7:00 AM 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 1 0 0 0 2 0 0 0 0 20 0 0 0 25 0 0 0 25 0 43 41 46 0 0 0 0 0 1 22 1 15 0 14 2 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 0 0 22 0 0 15 0 0 18 0 0 11 0 0 0 0 0 0 0 0 7 0 8 0 49 36 41 36 31 21 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 172 162 144 129 179 172 0 2 0 2 0 2 0 1 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23 20 10 23 17 14 2 5 1 2 1 1 Count Total 0 0 0 7 0 16 0 0 0 2 293 17 0 0 206 0 541 0 Peak Hour 0 0 0 3 0 5 0 0 0 1 82 5 0 0 86 0 182 0 PH HV % 0.00% 60.00% 19.32% 17.44% PHF 0.38 0.63 0.67 _ 0.86 Time Heavy Vehicles Bicycles Pedestrians EB WB NB SB Total EB WB NB SB Total East West North South Total 5:00 5:15 5:30 5:45 6:00 6:15 AM AM AM AM AM AM 0 0 0 2 2 0 0 2 1 3 0 0 0 0 0 0 0 1 1 2 0 0 2 0 2 0 0 6 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 AM 0 2 4 4 10 0 0 0 0 0 0 0 0 0 0 6:45 AM 7:00 AM 7:15 AM 0 0 0 0 6 2 1 3 4 0 4 5 8 8 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 7:45 8:00 8:15 8:30 8:45 AM AM AM AM AM AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 2 1 1 11 6 7 8 8 6 3 4 6 5 3 3 13 11 10 11 15 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 10 74 43 127 0 0 0 0 0 0 0 0 0 0 Peak Hour _ 0 3 17 15 35 _ 0 0 0 0 0_ _ 0 0 0 0 0 Nathan Warren: (720) 660-4048 nathan.warren@apexdesignpc.com TMC3_AM apexdesign Market St 4 1-76 Westbound Ramps Date: Tue, Sep 10, 2019 .,. A �' Period: 5:00 AM to 9:00 AM Peak Hour: 6:30 AM to 7:30 AM `R 2 a o ��--4411 !'' �` F .«J l L. if 2 < ❑❑❑❑❑❑. .... ..._..... . 0 I-76 Westbound Ramps 0 0 � 1 i Peak Hour Lis 5 0 180 EtII • 0 air 2 24 0 0 o o 0 �� / 0 17 0 PH F: 0.1111 0 Irmo c 0 +' Or 0 n 1 v 0 V TE V: 342 1-76 Westbound Ramps 0 en ❑ ❑ ❑ ❑ ❑ ❑ Cl sin t r i O ! ka I b O I a A t, 0 0 Peak Hour Summary Time 1-76 Westbound Eastbound UT LT Ramps TH RT 1-76 Westbound Westbound UT LT TH Ramps RT Market Northbound UT LT TH St RT Market St Southbound UT LT TH RT 15 -min Total Rolling Hour 6:30 6:45 7:00 7:15 AM AM AM AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 5 2 0 4 0 3 0 4 0 1 1 0 41 0 45 0 24 0 32 33 22 11 16 0 0 0 0 0 0 0 0 13 0 0 16 0 0 21 8 11 7 9 9 97 95 67 83 0 0 0 342 Peak Hour 0 0 0 0 0 17 2 5 0 142 82 0 0 0 58 36 342 - Time Heavy EB WB Vehicle NB Totals SB Total Bicycles EB WB NB SB Total Pedestrians East West North South Total 6:30 AM 6:45 AM 7:00 AM 7:15 AM 0 0 5 6 11 0 1 7 2 10 0 0 5 4 9 0 0 6 6 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 1 23 18 42 _ 0 0 0 0 0 _ _ 0 0 0 0 0 Nathan Warren: (720) 660-4048 nathan.warren@apexdesignpc.com .-1 O 0 0 0 tll 00 N N Cr) N O1 01 VD LD 0 t m N- 00 r- r- N.-+m00N v 00 V 00 LC) m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 "Cc- fit 00 r- r- r-- M N Lfl M rn 0 0 .-1 N 0 0 0 0 0 0 0 r-1 O N M gq' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O1 00 01 N M M M M M .-1 r-1 N 0 0 0 0 0 0 Q Q Q VI O Ll Kt O Co N A: N CO d N t\ r - - m O N O r- 't m m m m N N yzt W CO m m riCO N N ri r1 N N ri N OC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q Q Q Q Q Q O U1 O tI1 O t11 M 't O Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lD m lD r� lD N O r-1 ri O O 'Cr m M V lD tD O 0 O r-i r -I O 0 0 0 0 0 0 < < < < < Q O Lfl O U1 O LI1 O r♦ m ct 0 ri 1f1 Lr1 lf1 In lD iD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 < < < < < Q O Lfl 0 Lfl 0 Lfl mvo•-4mv rC rC CO 00 00 00 Count Total Nathan Warren: (720) 660-4048 nathan.warren@apexdesignpc.com TMC4_AM apex lesign Market St * N 1-76 Eastbound Ramps i Date: Tue, Sep 10, 2019 •1p A t Period: 5:00 AM to 9:00 AM Peak Hour: 6:00 AM to 7:00 AM *; o '' o 4.) I to U \ \ �� , • ...... ❑ ❑ ❑ ❑ ❑ ❑. __ 0 1-76 Eastbound Ramps = � 0 Peak ftw o o a o * o 0 < OQ • 37_/ Sr • 0 0 I. 0 0 0 un / A \ 0 L35 PHF: 016 T 98 n 0 17 VTE1r 426 V 1-76 Eastbound Ramp: \ 0 in In I r i 0 0 RI a • il a ‘ . Peak Hour Summary Time UT 1-76 Eastbound Ramps Eastbound LT TH RT 1-76 Eastbound Westbound UT LT TH Ramps RT Market Northbound UT LT St TH RT Market Southbound UT LT St TH RT 15 -min Total Rolling Hour 6:00 6:15 6:30 6:45 AM AM AM AM 0 9 0 15 0 8 0 25 0 11 0 33 0 9 0 25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 54 3 0 0 54 4 0 0 64 4 0 0 58 5 0 0 0 0 0 1 0 0 11 17 9 7 0 0 0 0 114 90 98 124 0 0 0 426 Peak Hour 0 37 0 98 0 0 0 0 0 0 230 16 0 1 44 0 426 - Time Heavy EB Vehicle WB NB Totals SB Total Bicycles EB WB NB SB Total Pedestrians East West North South Total 6:00 AM 6:15 AM 6:30 AM 6:45 AM 2 0 5 0 7 6 0 4 0 10 1 0 5 1 7 10 0 5 0 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour _ 19 0 19 1 39 _ 0 0 0 0 0 0 0 0 0 0 Nathan Warren: (720) 660-4048 nathan.warren@apexdesignpc.com wop•DdAisapxadeguaaiennvueypeu Mt -099 (OZL) :uaaaeM ueyleN o o 0 0 0 0 0 0 0 0 GE I 61 0 61 anoH lead 0 0 0 0 0 0 0 0 0 0 ELI 61 ZL 0 Z8 IeloiAunoJ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 61 £T LT ST ZT ST ZT 01 Z £ Z 1 I £ Z T V 0 £ 0 V 0 6 0 L 0 V 0 V 0 V 0 £T L TT 5 V 8 9 S I NV SV:8 WV O£:8 Wd ST:8 Wd00:8 WV SV:L WV 0£:L VNV SI LNv00:L L o 0 0 0 0 Wt! SV:9 ST 0 S 0 OT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L I S 0 T LAW O£:9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OI L 0 V 0 9 0 S 0 Z WdSI:9 WV 00:9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V S I S 0 L 0 V 0 £ 0 £ 0 Z V 0 0 1 Z 1 WV SV:S Wd 0£:S Wd SI:S Wd00:5 lelol q noS 41.10N lsaM lse3 lelol 8S 8N 8M 83 lelol 8S 8N 8M 93 aw!1 sueialsapad sapA3i8 sap!gan MeaH 99'0 06"0 - LL'O dHd %ZZ'Z %ZL'L - °%LO'VI % AH Hd 0 9ZV 0 VP 1 0 91 0£Z 0 0 0 0 0 0 86 0 L£ 0 JnoH lead 0 86£'I 0 881 S 0 O£ VW 0 0 0 0 0 0 ZZ£ Z LOT 0 Ie1ol 4unoJ LO£ L££ T L£ 98£ 98£ Sot WV SZV 59 69 b8 68 $6 £01 66 68 0 L 0 9 0 8 0 81 0 LT 0 LI 0 SZ 0 1? 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 Z T 1 £ 0 I £ ££ VZ IV 6£ £S S£ ZS ZV 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9Z 01 9Z ST V£ VZ SZ 8? 0 L 0 1 6 0 0 6 0 0 Z 0 0 9 0 1 6 0 0 9 0 0 V 0 VW SV:8 Wd O£:8 WV ST:8 VW 00:8 WV SV:L WV 0£:L Wd ST:L WV 00:L 9Zti £OV TL£ 6T£ VTT 0 LI 0 0 5Z 0 6 0 Wd SV:9 5 85 0 0 0 0 0 0 VZI 0 TT T 0 V V9 0 0 0 0 0 0 L£ 0 TT 0 WV 0£:9 86 06 0 L 0 0 0 6 0 0 V VS 0 0 F VS 0 0 0 0 0 0 0 0 0 0 SZ 0 8 0 SI 0 6 0 WV SI:9 NV 00:9 t L9 0 0 0 £9 0 0 Z 8Z 0 0 0 L£ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6U 0 0 0 T6 Z6 9V 05 0 6 0 0 0 5 1 0 0 L 0 0 0 V I 0 6 ST L S 0 S 0 0 8 0 0 Z 0 0 £ 0 VW SV:S Wd 0£:S Wd SI:S Wd OO:S anoH 2uilloa lelol 18 HI punogylnos 15 lalieW 11 in 18 HI 11 in punogylaoN 18 HI punoglsaM 11 in 18 HI punoglse3 11 In ma lS lapaeW sdwea punoglse3 9L -I sdwe8 punoglse3 9L -I /uewwns WV VIAL TMC1_PM apexiesign Market St WCR 18 N ► I. Date: Tue, Sep 10, 2019 • .. Period: 4:00 PM to 8:00 PM S WCR Hour: 4:30 PM to 5:30 PM CR 18 , 0 A Peak Hour�.._.n A C< ;z 0 < o 57 „.______ o o 34 5 ems r- n O / % O L� PH F: 0910 72 en ! 0 22 a C V TEV: 196 WCR 184 0 r li Peak Hour Summary n n o 1 8 r v4 A. A. 113 Al; G Time WCR 18 Eastbound UT LT TH RT UT WCR 18 Westbound LT TH RT Market St Northbound UT LT TH RT n/a Southbound UT LT TH RT 15 -min Total Rolling Hour 4:30 PM 4:45 PM 5:00 PM 5:15 PM 0 0 1 16 0 0 1 16 0 0 2 25 0 0 1 15 0 0 11 0 0 11 4 4 0 9 0 8 5 0 5 0 0 10 0 7 0 12 0 5 0 12 0 2 0 11 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 42 54 54 46 0 0 0 196 Peak Hour 0 0 5 72 0 34 23 0 0 45 0 17 0 0 0 0 196 - Time Heavy EB WB Vehicle NB Totals SB Total Bicycles EB WB NB SB Total Pedestrians East West North South Total 4:30 PM 4:45 PM 5:00 PM 5:15 PM 0 2 4 0 6 4 2 2 0 8 2 5 2 0 9 3 1 2 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour _ 9 10 10 0 29 _ 0 0 0 0 0 _ _ 0 0 0 0 0 Nathan Warren: (720) 660-4048 nathan.warren@apexdesignpc.com woJ•DdAsapxade@uasuenn.ueypeu 8VOV-099 (OZL) :uaneM ueyveN o o 0 0 0 0 0 0 0 0 6Z 0 01 OT 6 anoH Mead 0 0 0 0 0 0 0 0 0 0 9L 0 ZZ LZ LZ IewollunoJ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OT Z 0 V 0 1 0 0 0 S 0 0 Z 0 Z 0 V 0 V 0 0 1 T 0 Z E 1 0 0 1 Z 0 1 Z 0 0 0 0 Z 1 Z 5 0 I T I 1 E 0 E INdSV:L Wd Ad Ad Ad Wd WdST:9 Wd00:9 Ad WdOE:S OE:L ST1 00:L SV:9 OE:9 WS 0 0 0 0 0 0 0 0 0 0 LAM Wd Sl:S OO:S 0 0 0 0 0 0 0 0 0 0 9 0 Z 6 0 Z I £ S Z 0 0 0 0 0 0 0 0 0 0 8 0 Z Z V LAW SV:V 0 0 0 0 0 0 0 0 0 0 9 0 V Z 0 LAM 01:V 0 u 0 0 i 0 0 0 0 0 CI 0 1 0 Z L c I Ad Ad Sit 00:17 0 0 0 0 0 0 0 0 0 0 !evil yvnoS y1aoN vsaM v5e3 Ievol 8S 8N 8M 93 !evil es SN 8M 83 awu sue!aysapad sapk !e sap!yan AAeaH - 16'0 TL'O TL'0 di -Id - %11'91 °%VS'LI %69'11 % AH Hd 0 96I 0 0 0 0 LI 0 SV 0 0 £Z V£ 0 ZL S 0 0 anoH Mead 0 c_=6t' 0 0 0 0 St 0 8VT T 0 VV LS 0 t'St ST 0 I lewd_ lunoJ POT OCT OZT EVI ZLI L8T SS IL 16 V6 L ET OZ ST EC EE 1Z SC 6E EE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0 Z 0 E 0 Z 0 I 0 Z 0 0 0 V 0 E 0 V 0 Z S 8 V CT 1T 8 L ET TT 0 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 0 0 I 0 0 I 1 T Z T Z Z S V L 0 S T 0 C 0 Z 0 Z 0 9 0 E 0 V 0 0 0 0 Z 1 9 S 1 1I 6 L 01 ET T 1 0 0 0 0 C 0 0 0 0 0 0 0 0 Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ad Ad Wd Ad VJd Wd Aid Aid Aid Ad SV:L OEL SI:L OO:L SV:9 OE:9 ST:9 00:9 SV:S OE:S 961 981 V91 0 9V VS 0 0 0 0 0 0 0 0 1 0 Z 0 T1 0 ZT 0 ST SZ T Z 0 0 0 0 0 S TT 0 S 8 0 0 LAW ST:S Aid 00:S 0 0 0 0 VS S 0 CT 0 0 6 TT 0 91 I 0 0 Ad SV:V ZV L 0 OT 0 0 V V 0 0 0 0 0 Ad 01:V 91 T 0 0 t 0 0 i i 0 0 0 0 6 Z 0' 0 9 Z 0 1 O 0 9c ZE 0 / 0 V 0 N 0 0 9 0 T 0 0 0 9 0 Aid 5 Ad OO:V t.V anoH 8ui!!oa (evil 18 HI 11 in punogi nos Bpi 18 Hl punoq 1S valaeW 11 in pioN 18 Hl punog1saM 81 HMI 11 in 18 HI punogase3 81 HMI 11 in aw!I AaewwnS Ad DWI TMC2_PM Market St A 40 apex iesi n Pippin Ln Date: Tue, Sep 10, 2019 Period: 4:00 PM to 8:00 PM Peak Hour: 4:30 PM to 5:30 PM g o I 0 I.. „, urI �,1 4Ni 1 ta• II fa - o) o Driveway A 0 Peak Hour+� . 0 0 3 *t 1 O • 1 4- 0 *t t -f 0 5 o o E---- 0 �A 2 r••••5 L I PH F: OS 2 ra3 n 0 2 �•' u TEN/ 179 Pippin Ln1 0 r -- - 0 Peak Hour Summary nn a .h ta t b is r _ h el: til Time Pippin Ln Eastbound UT LT TH RT Driveway Westbound UT LT TH RT Market Northbound UT LT TH St RT Market St Southbound UT LT TH RT 15 -min Total Rolling Hour 4:30 4:45 5:00 5:15 PM PM PM PM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 1 16 0 2 0 0 0 0 0 16 2 14 0 15 0 0 0 19 0 0 0 27 0 0 0 34 0 0 0 26 0 40 50 48 41 0 0 0 179 Peak Hour 0 0 0 2 0 5 0 0 0 3 61 2 0 0 106 0 179 _ - Time Heavy EB WB Vehicle NB Totals SB Total EB WB Bicycles NB SB Total Pedestrians East West North South Total 4:30 PM 4:45 PM 5:00 PM 5:15 PM 0 1 0 1 0 0 0 0 4 0 5 3 4 8 2 4 6 2 4 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 2 11 12 25 0 0 0 0 0 0 0 0 0 0 Nathan Warren: (720) 660-4048 nathan.warren@apexdesignpc.com TMC2_PM Summary Time Pippin L11 Driveway Market St Market St Total Rolling Hour Eastbound UT LT TH RT Westbound UT LT TH RT Northbound UT LT TH RT Southbound UT LT TH RT 4:00 PM 4:15 PM 0 0 0 1 0 0 0 1 0 3 0 0 0 1 0 0 0 0 16 4 0 1 10 0 37 32 0 0 4:30PM 0 0 0 2 0 2 0 0 0 1 16 0 40 0 159 170 179 4:45 PM 0 0 0 0 0 3 0 0 0 2 16 2 50 5:00 pro 5:15 Pro 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 0 0 0 15 0 48 41 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM 7:00 PM 7:15 PM 7:30 PM 7:45 PM 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 14 0 0 0 16 0 0 0 9 2 0 0 9 0 0 0 16 2 0 1 11 0 0 1 7 2 0 0 10 0 0 0 6 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 P.i F O1 S31 I-5 I s 1-s I-� I-' CO 0 0 0 0 0 0 0 0 0 0 35 33 27 21 38 18 17 19 8 5 174 157 136 116 119 104 94 92 62 49 Count Total 0 1 0 7 0 9 0 1 0 7 188 12 0 1 243 0 469 0 Peak Hour 0 0 0 2 0 5 0 0 0 3 61 2 0 0 106 0 179 0 PH HV % 0.00% 40.00% 16.67% 11.32% PHF 0.25 0.42 0.8.3 0.78 Tines Heavy Vehicles Ries Pedestrians ES WR NB SR Total ER WR NB SR Total East West North South T I. 4:00 PM 4:15 PM 0 0 5 1 6 0 1 1 4 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 1 4 0 5 0 0 0 0 0 0 0 0 0 0 4:45P M 0 1 3 4 8 0 0 0 0 0 0 0 0 0 0 5:00 PM 5:15 PM 0 0 2 4 6 0 0 2 4 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM 7:00 PM 7:15 PM 7:30 PM 7:45 PM 0 0 1 3 4 0 0 1 4 5 0 0 0 2 2 0 0 1 0 1 0 0 3 7 10 0 0 2 1 3 0 0 0 0 0 0 0 1 0 1 0 0 1 1 2 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 3 27 36 66 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 2 11 12 25 0 0 0 0 0 0 0 0 0 0 Nathan Warren: (720) 660-4048 nathan.warren@apexdesignpc.com TMC3_PM Market St fic) g / apexd sign 1-76 Westbound Ramps Date: Tue, Sep 10, 2019 N '� A ' 4:00 PM lu 8:00 PM Peak Hour: 4:45 PM to 5:45 PM t; k AV ',NV 14 161 0 0 fr .Period: ` 1 *- dosi I tsU s L - 0 \witI-76 Westbound (tamps 0 Peak Hour 1 ICIC `T 160 r-- t C rf 0 0 15 i I PH F: 0-8110 0 0, V TEV: 321 1-76 Westbound Ramps 0 4a qua ...... Li Li11MG....— n n i co a : ,,,, a °a Peak Hour Summary Time 1-76 Westbound Ramps I -IS Westbound Ramps Market St Market St 15-rrin Total Rolling Hour Eastbound UT LT TH RT Westbound UT LT TH RT Northbound UT LT TH RT Southbound UT LT TH RT 4:45 Pro 5:00 PM 5:15 PM 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 3 0 1 0 2 0 0 0 4 0 0 0 29 20 0 0 40 13 0 0 29 15 0 0 35 16 0 0 0 19 11 0 0 27 7 0 0 18 7 0 0 18 2 84 91 71 75 0 0 0 321 Peak Hour 0 0 w 0 0 0 14 0 1 0 133 64 0 0 0 82 27 321 - Time Heavy Vehicle Totals Bicycles Pedestrians ER WB NB SB Total EB WB NB SB Total East West North South Total 4:45PM 5:00 PM 5:15 PM 5:30 P M 0 1 0 0 0 0 0 1 4 5 10 4 3 7 4 5 9 3 3 7 { 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 2 15 16 33 0 0 0 0 0 0 0 0 0 0 Nathan Warren: (720) 660-4048 nathan.warren@apexdesignpc.com TMC3_PM Summary Time 1-76 Westbound Ramps 1-76 Westbound Ramps Market St Market St Total Rolling Hour Eastbound UT LT TH RT Westbound UT LT TH RT Northbound UT LT TH RT Southbound UT LT TH RT 4:00 4:15 4:30 PM PM PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 1 0 5 1 1 0 2 0 0 0 28 19 0 1 29 10 0 0 25 17 0 0 0 11 6 0 0 12 8 0 0 22 1 67 67 67 0 0 0 4:45 PM 0 0 0 0 0 5 0 0 0 29 20 0 0 0 19 11 84 285 309 313 321 5:00 Pro 0 0 0 0 0 3 0 1 0 40 13 0 0 0 27 7 91 5:15PM 5:30 PM 0 0 0 0 0 0 0 0 0 2 0 0 0 4 0 0 0 29 15 0 0 35 16 0 0 0 18 7 0 0 18 2 71 75 5:45 6:00 6:15 6:30 6:45 7:00 7:15 7:30 7:45 PM PM PM PM PM PM PM PM PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 1 0 0 2 0 1 0 0 0 1 0 2 2 0 0 4 0 0 0 3 1 0 0 2 0 1 0 3 1 0 0 1 0 0 0 25 16 0 0 30 10 0 0 12 8 0 0 19 18 0 0 14 12 0 0 17 10 0 0 11 9 0 0 20 6 0 0 9 3 0 0 0 13 3 0 0 11 5 0 0 7 5 0 0 14 6 0 0 3 3 0 0 4 3 0 0 7 2 0 0 2 0 0 0 1 1 65 59 33 61 36 38 32 32 15 302 270 232 218 189 168 167 138 117 Count Total 0 0 0 0 0 47 6 6 1 372 202 0 0 0 189 70 893 0 Peak Hour 0 0 0 0 0 14 0 1 0 133 64 0 0 0 82 27 321 0 PH HV % - 13.33% 7.61% 14.68% PHF - 0.75 0.93 0.80 Time Heavy Vehicles Bicycles Pedestrians EB WEI NB SB Total ER WB NB SEA Total East West North South Total 4:00 4:15 4:30 PM PM PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45PM 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 5:15 PM 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45PM 7:00 PM 7:15 PM 7:30 PM 7:45 PM to m ri O en O1 NI riwtel OOOe1 c -A O p el O el O N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 9 47 37 93 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 15 16 33 0 0 0 0 0 0 0 0 0 0 Nathan Warren: (720) 660-4048 nat ha n.wa rre n@apexdesignpc.com TMC4_PM Market St 1 I a ape deli n 1-76 Eastbound Ramps Date: Tue, Sep 10, 2015 N ~; Period: 4:00 PM to 8:00 PM W, - Peak Fleur: 4:45 PM to 5:45 Pfd M +�S Cl0 a -ai 4a) I a'. u ,_ _. 0 1-76 Eastbound Ramps • A <<. 0 Peak HOW- 0 I. Q I < 21 ill 0 c\` 1 0 202 f PH F: 0.95 '�` i Q 7, 32 V r TEV: 502 1-76 Eastbound Ramps! 0 }. . . ,..,....-I- a-- a flu, CO Peak Hour Summary CI CI I � In r. AI A ,1 n Agqr Time 1-76 Eastbound Ramps 1-76 Eastbound Ramps Market St Market St 13 -min Total Rolling Hour Eastbound UT LT TH RT Westbound UT LT TH RT Northbound UT LT TH RT Southbound UT LT TH RT 4:45 PM 5:00 PM 5:15 PM 5:30 PM 0 7 0 46 0 4 1 39 0 4 0 51 0 6 0 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 8 0 0 50 6 0 0 39 6 0 0 45 7 0 2 21 0 0 0 32 0 0 1 20 0 0 1 21 0 125 132 121 124 0 0 0 502 Peak Hour 0 21 w 1 w 180 0 0 0 0 0 w 0w 175 27 0 4 94 0 5O2 - Time Heavy Vehide Totals Bicycles Pedestrians EB WB NB SB Total EB WB NB SB Total East West North South Total 4:45PM 5:00 PM 5:15 PM 5:3OP M 10 3 4 4 0 1 0 3 0 5 0 3 5 16 4 10 3 12 4 11 { 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 21 0 12 16 49 0 0 0 0 0 0 0 0 0 0 Nathan Warren: (720) 660-4048 nathan.warren@apexdesignpc.com TMC4_PM Summary Time 1-76 Eastbound Ramps 1-76 Eastbound Ramps Market St Market St Total Rolling Hour Eastbound UT LT TH RT Westbound UT LT TH RT Northbound UT LT TH RT Southbound UT LT TH RT 4:00 4:15PM 4:30 PM PM 0 10 0 35 0 3 0 37 0 8 0 34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38 4 0 0 36 4 0 0 35 1 0 2 12 0 0 3 15 0 0 1 23 0 101 98 102 0 0 0 4:45 P M 0 7 0 46 0 0 0 0 0 0 41 8 0 2 21 0 125 426 457 480 502 5:00 P M 0 4 1 39 0 0 0 0 0 0 50 6 0 0 32 0 132 5:15 Pro 5:30 pro 0 4 0 51 0 6 0 44 0 0 0 0 0 0 0 0 0 0 39 6 0 0 45 7 0 1 20 0 0 1 21 0 121 124 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM 7:00 PM 7:15 PM 7:30 PM 7:45 PM 0 6 0 49 0 4 0 37 0 5 0 44 0 7 0 28 0 5 1 34 0 4 0 26 0 4 1 28 0 2 0 27 0 1 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37 4 0 0 36 3 0 0 15 2 0 0 30 1 0 0 24 5 0 0 23 0 0 0 16 1 0 0 24 1 0 0 12 1 0 1 19 0 0 2 10 0 0 0 7 0 0 1 15 0 0 0 7 0 0 0 7 0 0 0 9 0 0 0 5 0 0 0 2 0 116 92 73 82 76 60 59 59 26 493 453 405 363 323 291 277 254 204 Count Total 0 80 3 569 0 0 0 0 0 0 501 54 0 14 225 0 1,446 0 Peak Hour 0 21 1 180 0 0 0 0 0 0 175 27 0 4 94 0 502 0 PH HV % 10.40% - 5.94% 16.33% PHF 0.92 - 0.90 0.77 Time Heavy Vehicles Bicycles Pedestrians ES WB NB SB TOtal ER WB NB SB Total East West North South Toll 4:00 PM 4:15 PM 4:30 PM 7 0 3 2 12 5 0 6 3 14 5 0 4 2 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45PM 10 0 1 5 16 0 0 0 0 0 0 0 0 0 0 5:00 PM 3 0 3 4 10 0 0 0 0 0 0 0 0 0 0 4 0 5 3 12 4 0 3 4 11 5:15P M 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM 7:00 PM 7:15 PM 7:30 PM 7:45 PM 5 0 3 3 11 2 0 1 2 5 1 0 0 0 1 4 0 2 4 10 0 0 3 0 3 0 0 0 1 1 0 0 1 0 1 1 0 0 0 1 1 0 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 52 0 37 33 122 0 0 0 0 0 0 0 0 0 0 Peak Hour 21 0 12 16 49 0 0 0 0 0 0 0 0 0 0 Nathan Warren: (720) 660-4048 nathan.warren@apexdesignpc.com Vehicle Volume Report - Hourly Site Description: WCR 59 5/O Waste Management Access Site Number: ADT1 Start Date: 9/10/2019 aoexdesi an Time Monday Tuesday Wednesday Thursday Friday Saturday Sunday 3 Day Ave 5 Day Ave 7 Day Ave 9/9/19 9/10/19 9/11/19 9/12/19 9/13/19 9/14/19 9/15/19 Tue-Thu Mon -Fri Mon -Sun NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 12:00 AM - - 4 4 - - - - - - - - - - - - - - - - 1:00AM 3 4 - - - - - - - - - - - - - - - - 2:00AM - - 6 0 - - - - - - - - - - - - - - - - 3:00AM - - 4 7 4:00 AM - - 6 7 5:00 AM j - - 39 3 6:00AM _ - - 25 15 - - - - - - - - - - - - - - - - 7:00AM m, - - 43 13 - - - - - - - - - - - - - - - - 8:00 AM - - 37 34 - - - - - - - - - - - - - - - - 9:00 AM - - 35 31 10:00 AM - - 39 37 11:00 AM I- - 32 43 12:00 PM f - - 22 38 - - - - - - - - - - - - - - - - 1:00PM __ - - 41 30 - - - - - - - - - - - - - - - - 2:00 PM 7 - - 22 33 - - - - - - - - - - - 3:00 PM 17 37 4:00 PM - - 8 34 5:00PM __ - - 9 26 - - - - - - - - - - - - - - - - 6:00 PM - - 7 2O 7:00 PM - - 5 7 8:00 PM - - 6 5 - - - - - - - - - - - - - - - - 9:00PM - - 5 5 - - - - - - - - - - - - - - - - 10:00PM - - 2 3 - - - - - - - - - 11:00 PM - - 6 7 - - - - - - - - - - - - - - - - 6:00 AM - 9:00 AM 3:00 PM -6:00 PM 6:00 AM - 7:00 PM 0 0 0 0 0 0 105 34 337 62 97 391 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 AM. -.12:00 AM 0 0 423 443 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 Percent - - 48.8% 51,2% - - - - - - - - - - - - - - - - AM Peak PM Peak 10:00 AM 1:00 PM 11:00 AM 2:00 PM 25 Northbound 40 Southbound 20 35 30 is 25 20 10 15 10 5 0 - _ ..1 fir. n ;. Monday L� .�J1 {�. --,Tuesday ~i J .' 4�_ � . Wednesday Thursday 4,`` +J it Friday .S lb' r{; =Saturday L�}, t,. Sunday .'/ �V �~� N`,. V� �.. Monday Si'` .' �. Tuesday !,3�, �'~J• _ �v Y..) ,.vl. ..v. \C) Wednesday Thursday J� V) 'O. .CS4 �`L 4' Sunday �y �� =Friday =Saturday Nathan Warren: (720) 660-4048 nathan.warren@apexdesignpc.com Vehicle Classification Report - Hourly Site Description: WCN 595/0 Waste Management Access Site Number: MITI Start Date: 9/10/2019 6.0 AM -9:00 AMA 390PM- 6:00 PM 6110AM-T31D PM: Class 1 Motorcycles Class 2 - Passenger Cars Class 3 -Other Two -Axle. Four -fire Single Umt Vehicles Class 4 • Buses Class 5 - TwevAxle, Sx•Tlre, Single•Umt Trucks Class 6 -Three -Axle Single -lint Trucks Class ) • Four or More Axle Single -Unit Trucks Class e . Four or Fewer Axle Single-gle r Trucks I Class 9 - Five -Axle Single.Trailer Trucks Class 10 - bear More Pale Single -Trailer Trucks Class 11 - Flee or fewer Axle Multi -Yoder Trucks [l1%12 • 9ir,Axle MOI9-TraIer Trucks Class 13 - Seven or More Axle MUItrTrarler Trucks 423 4 66 43 29 65 )1 0 0 138 ) 0 0 0 100.0% 0.9% 15.6% 1D.2% 6.9% 15.4% 16.8% 0.0% 0.0% 32.6% 1.)% 00% 00% 0.0% 443 3 50 38 33 92 83 0 0 110 29 0 0 5 100.0% 0.)% 113% 8.6% 7.4% 20.8% 18.2% 0.0% 0.0% 24.8% 6.5% 0.0% 0.0% 1.1% 866 ) 116 81 62 152 154 0 0 248 36 0 0 5 100.0% 0.g% 134% 9.4% ).2% 18.1% 12.8% 0.0% 0.0% 28.6% AMC 00% 0.0% 0.6% Nathan Warren: (72 0) 660. 404 8 nathan.warr en@ap erdesignpecom apex Vehicle Speed Report - Hourly kte WO 59 5/0 Waste Management Access 514 Number! A031 Start Dec 9/10/2019 Posted Speed umd 55 110•115I Seutbeund verage Speed 50.4 mph 49.2 mph 50th Pereenble 50.9 mph 99-3 mPh 85th Percentile 59.8 mph 58.1 mPh 95th Percentile 65.1 mph 65.3 mph 913 0 11 M 69 32 81 36 13 139 329% 39 9.2% 9 2.1% 100056 0-1% 00% 00% 2.6% 9.0% 19.1% 16.3% 19.9% 19.. 3.5% 3.1% 1.9% 0.5% 0.2% 0.0% 00% 0.0% 00% 443 3 11 104 108 64 22 12 13.9% 14.4% 114% 5.0% 2.76 lA% 0.5% 0.5% 0.0% 0.0% 0.0% 0.0% 125 190 145 5.3 5 12 20.2% 219% 16.76 6.76 2.9% IA% 0.5% 0.3% 00% 00% 0.0% 00% 108 24.4% 32 2.2% 10 2.3% 1040% 0.0% 0.0% 0.5% 0.2% 0.76 1.5% 8.6% 14.4% 3 22 76 145 34] 28.5% 21 8.2% 19 2.2% 10.056 0.0% 0.0% 0.6% 0.3% IIMINIMIIeoaaeoaaaaaaaoaeeaaaeaNIMIam l!IIMIIIMIIIIIIIIIIIIIMIIIIMMIIMIIIMIIMINIIMMEMENEMEEMEMENIIIIIMIIMMIEN !eeeeeoeaaeeaaaeoeeeeaaa l!IMMaaoaeaeaaaaaaaaaaaoaaaEMaMEN IIIMMEINIIIIaaaoeaaaaaIaaaaaeaeamMmMIIaOB NIMMIIMMIIIMINIIIIIIIIIIIIMEIMMEEMMUMEMMIIMMIMIIIIIIIMIIIIIIMENSIMINIMES ---- eoaoeoaaaaeeeeeooeeeaa�a afl---- ©--- --- a�- __ ®aaEEaaaMEMEaaaaeaeaaeaaaEEVIaEEa IIIIMMEEMIIIIIIIIIIIIMIIIIMIMIMINIMMIMEMEINIIIIIIIIINIIMIIIMEINIEMIIMEITIMMEEN MIIIMIIINIIEEEIIMIUWIIMZMMEMNMMEMMEZMMEMWMIMIIIIIIIIIIIIIIIMESMMIITI ®�eaaaeeaaaaaaaeaaaaaeIIIIIaEIBIa IoeaaaeaEIEeaIIIIaaeeaaaaamZEIaEITa NIMaoaoaaaaamaaaaoaaoaaaMEaENIa MENNEMEMMEZEIMMEN-IIIIIIIIIIMMINEIMMMIIEZINEEINIMMIREINIMMEIMMEM �MIIIIIIeaeeeaa®eoaaaeeeeeeeaIIIEaESIMaIM MIeaeeeaaaaaaaoaaaaaaeaas MMaaeaaaaaaaaaoaeaaaaeaMTIaIIEIIa ----aaaae©aaaaeaaeaosIIMa INIIIIIIIIIIIIIMIIMIIIMEMMEIMMEMEIMIIIIIIIMMIIMMIMMEEMEMI eeeaeeaaeaaaaeeeaaaaaINTIaEIMa ------ aaaaaee©aaaaaaeaaaaeaEECIaEMa aaaeaaaaeaaoaaaaaaaeaaa a©©oeaaaaaeaeaaITIEaITSIa a 600AM-904 AM 3:WPM-6:WPM 600AM-]A09M 105 0 0 0 0 0 2 4 32 34 0 0 0 0 0 1 4 11 337 0 0 3 0 0 7 33 65 15 31 24 Z 5 3 1 0 0 0 0 0 5 4 4 1 2 0 0 0 0 0 0 0 55 34 U 27 11 3. . 1 0 0 0 0 '0 41 39.0% 9 26.5% 110 l2 11.1% 4 11.8% 4 3C% 0 0.0% ��eeaaoaaMaeeaeaaaaaeaoaa ��eaeaeaeaaaeeoeaaaeaeeaaaa®a IIIIIMMillINIIIMMEMMIEIIIMMEMMEMICIIIIIMMEIIIIIIIIIIIMENEMIIMINMITIIIMINTS IMINIMINIIIIIIMEMICIIIIIIIIIIIIIIIIEMEMMIINNIMIIIIIIMIIIIMMEMMEMITIMIIIMITIMMEN ©eaaeaaaaeeaaaaeaaeaeIIIIaEEIa ®eaaoaaaaa©aeeaaaaeaeaaZEaIMI ®aaaoaaeaaaaaaaaaaeeeaEEIIaEMa 1!IMMaaaaaaaaeaaaaaeaaaaaaMIMIaIIIIIIaIEll IMIIIINIMINIIMMIMMEMMEIIIIIIMMIIIMMIIIMIEIIMMEMMEMMICITIMIIIIMIIIIIIIIIMI !IIaaaaaaaaEIEREaaaaoaaoaaNINEEIaMITEam !!!Iaaeaaaaam®aeaeaaaeaeaaIMIIa IMINeoeaeaaammaaaeeaaeaaaECEaEEa !IMIIIIIIIIIMIIIMIENIMIIIINIUMMEINEMIIIIIMEINIEMMEMIllIENERIMMEITIIINIIIIEN ��aaaaaaaaaaaaaaaaaae�©a l!!aaaaaaaaaaa®oaaaeaaaaaWEIa aaaoaaaaMIIaa©aaaaaoaoaMIaa aaaaaaaaaaaaaaaeaaaa®EIZIMMEIBaEVI aaaeea©aeeaaaaaeeaaaaERI®yam aaaeaaaaaaaaaaaeeaaaeEIMaa aeaeaa©aaeaaaaaaeaaaemaIIMa IeeaaaeaaaeaeaaaeoeaaaaNITIa �IMIN000eeoaaaaaaeaaaeoaeaaaEEM 6910991 900 AM 3:04PN-6:04 PN 600AM-]00YM 62 0 0 2 0 1 4 8 11 13 11 8 2 0 1 0 1 0 0 0 0 9] DO 0 0 0 0 2 10 22 24 11 5 9 3 1 0 0 0 0 0 .391 0 0 : 2 3 3 10 76. 50. 97 101 61 37 12 5 2 2 0 0 0 0 12 19.4% 9 402% 99 25.3% 13 186% 29 ]3% 4 9 41% 2.3% Nathan Warren. 2 2 01 660-4048 nathan.raraen@ape+deu3npe"PP Site Description: WCR 59 N/O Waste Management Access Site Number: ADT2 Start Date: 9/10/2019 6:00 AM - 9:00 A 3:00 PM - 6:00 PM 6:00AM-700PM Percent AM Peak PM Peak 0 1 0 0 4 21 18 20 23 10 21 11 13 15 7 3 5 6 2 3 0 1 0 0 61 14 0 1 0 0 3 2 9 9 31 24 27 24 35 37 31 31 15 15 8 4 1 0 0 1 49 61 296 37.4% 62.6% 8:00 AM 9:00 AM 1:00 PM 2 10 PM Northbound Vehicle Volume Report - Hourly Southbound apex 0 0 0 0 O 0 0 0 Nathan Warren: (720) 660-4048 nathan.warren@apexdesignpc.com Vehicle Classification Report - Hourly Site Description: ww ss Aso wane manapeinent Access Site Number: Ann Start Date: 9/10/3019 Class 1 -Motorcycles Class 3 • Passenger Cars Class 3 - Other Two -Axle, Four -Tire Single Unit kehicies Class 6 - Buses Class 5 - Two -Axle, Sie•Toe, Single -Unit Trucks Class 6-Three-Aale Single -Unit Trucks Class 7 - Fpur or More Axle Single -Unit Trucks Class 8 - Four or Fewer Axle Single -Trailer Trucks Class 9 - Fhre-Aale Single -Trailer Trucks Class 10- Si* or More axle Single -Trailer Trucks Class 11 Five or fewer Axle Multi -Trailer Trucks Class 12 - Six -Axle Multi -Trailer Trucks Class 13 - Seven or More Axle Multi -Trailer Trucks 184 4 26 22 2 48 13 0 0 61 3 0 0 0 100.0% 2.2% 11.1% 12.0% 3.8% 26.1% 2.1% 0.0% 0.0% 33.2% 1.6% 0.0% 00% 0.0% 308 5 28 43 5 39 15 0 1 169 3 0 0 0 100.0% 1.6% 9.1% 04.0% 16% 12.7% 09% 0.0% 0.3% 549% 10% 0.0% 00% 0.0% 492 9 54 65 l3 87 28 0 1 230 6 0 0 0 100.0% 1.8% 11.0% 13.2% 2.4% 37.7% 5.7% 0.0% 0.2% 46.7% 1.2% 00% 0.0% 0.0% Nathan warren. 12301660-4048 eat ha t.warren @apexeesignpc.carn Vehicle Speed Report - Hourly Site Ilesniptioni MICR 59 500 Waste Management Access SNe Number: ♦032 Stan Date: 9/10/2019 Ported Speed umie ao average speed 50th Percentile Percentile 95. Percentile NOrpeound SwtNbpund 365 mph 28.1 mph 36.9 mph 27 3 mph 43.7 rnph 35.B mph 49 1 mph 41 3 mph B 18 34 60 35 15 4 0 0 0 0 0 56 304% 21 114% 1 0.5% 1000% 00% 1.6% 2.2% 4.3% 9.8% 18.5% 32.6% 190% 82% 23% 1.1% 00% 00% 00% 00% 00% O. 00% 0.0% 00% 308 38 29 95 49 35 12 4 O 0 19 6.2% 6 0 1000% 00% 1.0% 9.1% 25.6% 30.8% 15.9% 114% 3.9% 13% 1.0% 00% 0.0% O0% 0.0% 0.0% 0.0% 00% 0.0% 0.0% O. 492 0 6 33 82 113 83 95 47 19 2 0 0 O 0 25 15.2% 2) 5.5% 0.2% 100.0% 00% 1.2% 6.)% 12.2% 23.0% 16.9% 19.3% 96% 3.956 14% OA% 0.0% 0.0% 0.0% 0.056 0.0% 00% 0.0% 00% 00% �aaaaaaaaaoaaaaaaaaaaeaaaaaa �aaaaaaaaaaaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaaaaaaaaaaaaaaaa Iaaaaaaaaaaaaaaaaaaaaaaaaaaa M!Iaaaaaaaaaaaaaaaaaaaaaaaaaa ®aaaaaaaaaaaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaaaaaaaaaaaaaaaa ®aaaaaaaaaaaaaaaaaaaaaaaaaaa !!Iaaaaaaaaaaaaaaaaaaaaaaaaaa ®aaaaaaaaaaaaaaaaaaaaaaaaaa Iaaaaaaaaaaaaaaaaaaaaaaaaaaa ®aaaaaaaaaaaaaaaaaaaaaaaaaaa ®�aaaaaaaaaaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaaaaaaaaaaaaaaaa ©aaaaaaaaaaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaaaaaaaaaaaaaaaa ©aaaaaaaaaaaaaaaaaaaaaaaaaaa ©aaaaaaaaaaaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaaaaaaaaaaaaaaaa IIMINNIaaaaaaaaaaaaaaaaaaaaaa 169 , a 199 % as IM!Iaaaaaaaaaaaaaaaaaaaaaaaaaa 1111011Maaaaaaaaaaaaaaaaaaaaaaaaaaa 60044.90041 61 300YM-6:00 PM 14 60049.0204 154 O 0 1 2 9 14 23 6 4 1 1 0 0 0 0 0 0 0 0 0 O 0 0 1 1 4 4 3 1 0 0 0 0 0 0 0 0 0 0 0 O 3 5 8 15 31 .47 31 9 1 2 0 0. 0 0 0 0 0 '0 0 4 19.) 28.6 293% 0 0.0% 06% aaaaaaaaaoaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaaaaaaaaaaaaaaaa ©aaaaaaaaaaaaaaaaaaaaaaaaaaa © mmaaaaaaaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaaaaaaaaaaaaaaaa ©aaaaaaaaaaaaaaaaaaaaaaaaaaa ®aaaaaaaaaaaaaaaaaaaaaaaamaa ®aoamaaaaeeoeeeeeaaaaaa ®aaaaaaaaaaaaaaaaaaaaaaaamaa ®aaaaaaaaaaaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaaaaaaaaaaaaaaam ®aaaaaaaaaaaaaaaaaaaaaaaaaaa ®aaaaaaaaaaaaaaaaaaaaaaaa®aa ®�aaeaaaaaaaaaaaaaaaaaa®®aaa �aaaaaaaaaaaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaaaaaaaaaaaaaaaa 6000M-990 AM 300 PM -600 PM WO -)00PM 61 196 0 2 4 17 19 7 2 g 0 0 0 0 0 0 0 0 0 0 0 0 10 11 9 16 ) 3 2 0 0 0 0 0 79 99 46 35 49 4 9 0 0 0 0 0- 0 0.: 0 0 0.0% 6.6% 20% Nathan Warren: MO) 660-9048 nathanwarren@apeueslgnp mm Vehicle Volume Report - Hourly Site Description: WCR 61 N/O DCP Access Site Number: ADT3 Start Date: 9/10/2019 apex Nirlir'I.1v Ile-. iy 1crerineed:iy NIL try I gd;iy S:!t!rrrlav Srind.iy Day Avg �; D.:„ Avt; 7 Day Avg IIIM ia_® 7/1'./1v ffliNIMMOIREEMMIIMMIIMIIIIIMMIMMIBEIMMI Mr D Sr.;: NB BB NB SB NB SB NB SB NB SB NE SB NB 015 NB SH NB SB NH SB 13.00 AhA - 0 0 0 0 0 0 - - - - - - - - - -1 2 0 - - - - - - - - - - - - - .;;:.n! - - 14 1 - - - - - - - - - - - - - lallilAM - - 6 7 - - - - - - - - - - - - :.rr� 7 2 - - - - - - - - - - - 2 18 - - - - - - - - - - - - - !l0Ar.1 - - 2 14 6 22 - - - - - - - - - - - - - - - �..,;00 - - 4 11 - - - - - - - - - - - - - - 4 29 L00 Per; - - 0 23 - - - - - - - - - - - - - - `: 1 26 - - - - - - - - - - - - - - - - ; p^..:� - - 0 14 - - - - - - - - - - - - - - - a.:iiG 3 10 - - - - - - - - - - - - - - - ... - - 5 11 - - - - - - - - - - - - - - r;+;..I-r�l 1 5 - - - - - - - - - - - - - ;:�i�: 2 5 - - - - - - - - - - - - - - - 0 0 µ0i;r\l - - 0 0 15:1:01/7 - - 0 0 0 0 - - - 6:OOAM-9:OOAM 0 3:00 PM -6:00 PM 0 6:00 AM • 7:OO PM 0 Percent AM Peak PM Peak 0 0 0 - 15 8 41 23 0% 6:00 AM 12:00 PM Northbound 27 35 192 77 0% 7:00 AM 1:00 PM 0 0 0 - 0 0 0 - . 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 0 0 0 - `/ 0 0 0 - Southbound 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 - Nathan Warren: (720) 660-4048 nathan.warren@apexdesignpc.com Vehicle Classification Report - Hourly Site Description: wcv 61 WO DCo k,.E She Number: +011 Start Date: 9/10/2019 Class 1 • Motorcycles Class 2 Passenger Cars Class 3 - Other Two•Axle, Four•hre Single Unit Vehicles Class 4 • Buses Class 5 - Two Axle. Sie fire. Angle -Unit Trucks Class 6 - Three -Axle Single -unit Trucks Class 7. Four or More Axle Seigle -unit Trucks Dass 8 - four or Fewer Axle Single -Trailer Trucks Class9,F Axle Single•Trailer Trucks Class 10 - Se or More Axle Single -Train Trucks Class ll - F ar fewer Axle Muhi Trader Trucks Class 12 - Six -Axle Mulo•Trailer Trucks Class 13 Seven or More Axle Mule -Trailer Trucks 59 0 16 12 0 19 9 0 0 3 0 0 0 100.0% 0.0% 271% 20.3% 0.0% 32.2% 15.3% 0.0% 0.0% 5.1% 00% 0.0% 0.0% 0.0% 198 15 25 18 1 25 19 0 0 95 0 0 0 100.06 7.696 12.6% 9.1% 0.5% 12.6% 9.6% 0.0% 0.0% 48.0% 0.0% 0.0% 0.0% 0.0% 25) 15 41 30 I 44 28 0 0 98 D 0 0 100.0% 58% 160% 11.2% 0.4% 12.1% 109% 0.4% 0.0% 38.1% 0.0% 00% 0.0% 0.0% Nathan Warren'. (220) 660-4148 nathanwarren@apewlesignpc.com apex Vehicle Speed Report - Hourly Site Description: W0161 8/0 DC6 844ess Site Humber: A033 Sun Date: 9/10/2019 posted Speed tan. a0 4484 Spell 85th perunple 95th percent. HOrMeound 11_8E 646 32.9 mph 15.3 mph 37 0 mph 22 6 rotor. 508 mph 354 mph 633 mph 424 mob 59 4 12 10 26 IS 6 114 1000% 0.0% 66% 34% 61356 11.9% 11.9% 15.3% 16 .9% 119% 85% 17% 1 75.6 0.0% oft 00% 00% 00% 198 100 0% 157 0.5% 13 59 6696 17 66% 198% 61 48 11.2% 52 31 15 T% 38 16 1% 23 8.9% 40% 17 66% 4.5% 19 3.4% 10 5.1% 17 66% 3 0% 05% 00% 0.0% 00% 00% Do% 100% 00% 16, 12 0516 100 0% 13.256 20.2% 14.8% 3 2% 06% 04% 0.4% 0.096 00% 04% 100% 0.056 •. etch; I ., .: Maaaaaaaaaeaaaaaaaaaaaaa MINEIMaaaaaaaaaaaaaaaaaaaaaaa--- ffilliNaaaaaaaaaaaaaaaaaaaaaaaaaa IIIIIIMIaaaaaaaaaaaaaaaaaaMMEIEMataa ��aaaaaaaaoaaaaaaaaaaaaa®ate ©IIIMIaaaaaaaaaaaaaaaaaaaaa !IMIIIaaaaaaaaaaaaaaaaaaaaa,aa.aa IIMMEIaaaaaaaaaaaaaaaaaaaaaa,aEESIaa !IMMIaaaaaaaaaaaaaaaaaaaaaaaaaa IIIMIaaaaaaaaaaaaaaaaaaaaaatamaa !IIIMIIIaaaaaaaaaaaaaaaaaaaaaaaaaa ©aaaaaaaaaaaaaaaaaaaaaa,aaaa ©aaaaaaaaaaaaaaaaaaaaaa,aaaa =IMIIIIaaaaaaaaaaaaaaaaaaaaaa,aa.aa ©Iaaaaaaaaaaaaaaaaaa !IIIIMIaaaaaaaaaaaaaaaaaIIIThaaaaaaa !IIIIIIMaaaaaaaaaaaaaaaaaaaaaaaaaa !IIaaaaaaaaaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaaa,aataa aaaaaaaaaaaaaaaaaaaaaMIaaaa aaaaaaaaaaaaaaaaaaaaaa.aaaa aa.aa 1000.% aaa.aaaa aaaaaaaaaaaaaaaaaaaaaaaaaa 6..00 NA-9:00AM 15 0 0 0 0 2 2 1 3 3 1 1 0 1 0 0 0 0 0 00 3:00333.60UPM 3 0 0 1 2 3 1 1 0 0 0 0 0 0 0 0 0 0 01125% 690.13 .7903.1 41 0 4 2 2 6, 6 6 T 3 3 1 0 1 0 0 0 0 0 0 0 10 66.7% 15 36.6% 7 0 0.0% 2 195% 0 00% 2 49% mumrommiummirmoimmisumminommormameimammmema -�aaaaaaaaaaaaaaaaaaaaaaaaaa ��aaaaaaaaaaaaaaaaaaaaaaaaaa ��aaaaaaaaaaaaaaaaaaaaa----- ��aaaaaaaaaaaaaaaaaaaaaaaaaa ��aaaaaaaaaaaaaaaaaaaaaa.aa,aa ��aaaaaaaaaaaaaaaaaaaaaa.aaaa ��aaaaaaaaaaaaaaaaaaaaaa•aa,aa ��aaaaaaaaaaaaaaaaaaaa % 44,44 ��aaaaaaaaaaaaaaaaaaaaaaaaaa ®�aaaaaaaaaaaaaaaaaaaaaaa�aa milaaaaaaaa emsumm aaaaaa 44,44 1!1aaaaaaaaaaaaaaaaaaaa©a,aa.aa ®�aaa®aaaaaaaaaaaaaaaaaa.aa.aa ��aaaaaaaaaaaaaaaaaaaaaa,aaaa ��aaaaaaaaaaaaaaaaaaaaaaaa.aa ��aaaaaaaaaaaaaaaaaaaaaa,aataa ��aaaaaaaaaaaaaaaaaaaaaa,aa,aa ®�aaaaaaaaaaaaaaaaaaaaa�aata ©�aaaaaaaaaaaaaaaaaaaaaa,aaaa ��aaaaaaaaaaaaaaaaaaaaaaaaaa ��aaaaaaaaaaaaaaaaaaaaaaaaaa ��aaaaaaaaaaaaaaaaaaaaaaaaaa ��aaaaaaaaaaaaaaaaaaaaaaaaaa 690 AM- 900103 3:00 pM-6:00 PM 690 AV- T90PM 27 35 192 0 1 13 5 O 4 4 1 13 5T 46 29 2 2 0 0 0 0 0 0 0 0 0 9 2 5 5 2 0 0 0 0 0 0 0 10 2- 2 0 0 0 0 0 0 0 0 0 0 0 O 0 0 21 0 343% 108% 0% 20.0% O 0.0% O 00% 0.5 500,44 ar en. 17207660.4041 nat., warren@apeNdesrpccorn Vehicle Volume Report - Hourly Site Description: WCR 61 5/0 DCP Access Site Number: ADT4 Start Date: 9/10/2019 apex M r 3y f •1 ,, f r i e. rrl ,, 9/1 /1.5 /1.41.00 t/1 e"lR IF I Mc rvl S. n NP ,r. N5 SB Ni SB N9 SB NB SB NP S[B NB SC5 NB SB NB 4B NB S3 0 0 k 1 1 1 0 0- 101!,U.t - - 2 0 - - - - - - - - - - - - - S.u0 14 1 - - - - - - - - - - - - - - - .-.,. 7 6 - - - - - - - - - - - - - - _, 7 3 - - - - - - - - - - - - - - hnn:�P,;: 7 19 - - - - - - - - - - - - - - - - •'0u;af:�� - - 5 14 - - - - - - - - - - - - - - - ... 10 24 - - - - - - - - - - - - - - - ._ 6 12 - - - - - - - - - - - - - - 1 ,.i,�,, "r✓I - - 9 ; 32 - - - - - - - - - - - - - - - - i:i)i`PM - 4 25 - - - - - - - - - - - - - 2 3 27 - - - - - - - - - - - - - - - - t.; fr 1 15 - - - - - - - - - - - - - - - - u f f - 7 12 - - - - - - - - - - - - - - - ,,..Pnn 6 15 - - - - - - - - - - - - - - - r,C 1 5 - - - - - - - - - - - - - - - u 2 5 5(30eO - - 0 0 - - - - - - - - - - - - - 9.0J P11 - 1 0 - - - - - - - - - - - - - - - �;:r-,; 0 1 - - - - - - - - - - - - - - - - 11:0U GS.1 _ _ 0 0 - 6:00AM-9:00AM 6 3:OOPM-6:OOPM 0 6:00AM - 7:00 PM 0 Percent - AM Peak PM Peak 0 0 0 - 21 14 73 30.0% 10:00 AM 12:00 PM Northbound 28 42 209 _ 70.0% 11:00 AM 1:00 PM /y 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 Southbound 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - `yJ1f�t f"-- —N Nathan Warren: (720) 660-4048 nathan.warren@apexdesignpc.com Vehicle Classification Report - Hourly Site Description: wrx at sic( ccu wets Site Number: 9OTa Start Date: 9/10/2019 Class 1 - M e Class 2 • Passenger Cars Class 3 -Other Two -Axle. Four Tire S481e Unit Vehicles Class 4 • Noes Class 5 -Two -Axle, Six -Tire. Single -Unit Trucks Class 6 - Three-Ade Single -Unit Trucks Class 7 • Faw ar More Axle Single -Unit Trucks Class 8 • Four or Fewer Axle Single -Trailer Trucks Class 9-F -Axle Single -Trader Trucks Class 10 - Sr or More Wile Single -Trailer Trucks Class 11 Foe or fewer Axle Multi -Trailer Trucks Class 12 - Si, Ade MUIti.T,aile, True. Class 13 • Seven or More Axle Malta Trailer Trucks 93 0 27 IJ 0 26 13 0 0 10 0 0 0 0 100.0% 0.0% 29.0% 18.3% 0.0% 28.0% 14.0% 0.0% 0.0% 108% 0.0% 0.0% 0.0% 00% 217 1 3J 21 1 29 23 0 0 105 0 0 0 0 100.0% 0.5% 17.1% 9.7% 0.5% 13.4% 10.6% 0.0% 0.0% 48.4% 0.0% 0.0% 0.0% 0.0% 310 0 64 38 1 55 36 0 0 115 0 0 0 0 100.0% 0.3% 20.6% 11.3% 0.3% 17.7% 11.6% 0.0% 0.0% 37.1% 0.0% 0.0% 0.0% 00% Nathan Warren. (720) 6604048 nathan. warren €apeldesignpc.com Vehicle Speed Report - Hourly 5rte Oeurlptlon: WC0610/0 OCP 0r4ws Site Number: ADIA Start Pate: 9/10/2019 Pones Spero ram. 40 Average Speed 50th Percentile 85th Percentile 95th Percentile Northbound Southbound 35 9 mph 260 mph 36 9 mph 23 3 mph 463 mph 38.9 mph 56 0 mph 46.6 mph 93 1 18 15 16 7 100.0% 0.0% 2.3% 65% 8.6% 12.9% 190% 16.1% 12.2% 75% 54% 11% 11% 1.156 0.0% 0056 1.1% 06% 00% 00% 00% 00% 00% 12 5.5% 53 56 35 9 14.4% 25.8% 16.1% 8.8% 6.5% 59 W 47 37 29 14 10 3 6.5% 46% 1A% 0.5% 0.0% 30 17 8 9.1% 55% 2.6% 0.6% 03% 0 0.0% 00% 00% 00% 0.0% 0.0% a 26 12. 28 45% 190% 20.6% 15.1% 13.9% 9.4% 0.3% 0.0% 0096 03% 0.0% 0.0% 00% 00% MIaaaaaaaaaaaaaaaaaaaaaamamaa l!Iaaaaaaaaaaaaaaaaaaaaaaaaaa M!Iaaaaaaaaaaaaaaaaaaaaaaaaaa aaaaaeaaaaaoaeaaaaaaeaaaaaa © IMII aaaaaaaaaaaaaaaaaaaaaaaaraa aaaaaaaaaaaaaaaaaaaaaaraataa aaaaaaaaaaaaaaaaaaaaaaraataa aaaaaaaaaaaaaaaaaaaaaa,aaraa aaaaaaaaaaaaaaaaaaaaaaraataa aaaaaaaaaaaaaaaaaaaaaaraa,as !1!1aaaaaaaaaaaaaaaaaaaaaataataa MIIMMIaaaaaaaaaaaaaaaaaaMUMEIMamam ©a■aaaaaaaaaaaaaaaaaaaaaataa,as !Iaaaaaaaaaaaaaaaaaaaaaa.aataa ©aaaaaaaaaaaaaaaaaaaaaa,aataa Iaaaaaaaaaaaaaaaaaaaaaaaraataa MMINIIIaaaaaaaaaaaaaaaaaaaaaaataataa l!Iaaaaaaaaaaaaaaaaaaaaaaataa,aa IIMINIMaaaaaaaaaaaaaaaaaaaaaaa,amaa ©aaaaaaaaaaaaaaaaaaaaaaa,sass !aaaaaaaaaaaaaaaaaaaaaaaaaa MIMINIaaaaaaaaaaaaaaaaaaaaaa aaaa 1.. IIIIIIIM!Iaaaaaaaaaaaaaaaaaaaaaaaaaaa !aaaaaaaaaaaaaaaaaaaaaaaaaa 64041-9.0048 21 0 3:OOPM-660 PM 14 0 600A 1.7%OPM 73 - 0 ': 0 0 0 45 I 4 3 2 1 0 1 0 0 0 0 0 0 0 0 0 1 4 5 1 3 0 0 0 0 0 0 0 0 0 0 0 0 2 6 6 11 17 11 12 3 . 3 1 0 1 0 0 0 0 0 0 0 li 5 4 3 214% 20 273% 7333% 0 0.0% 8 11.0%. 2 9.5% 0 00% 1 23% _aaaaaaaaaaaaaaaaaaaaa- _aaaaaaaaaaaaaaaaaaaaaaa,aa,aa �aaaaaaaaaaaaaaaaaaaaaaaaaaa IIIaaaaaaaaaaaaaaaaaaaaaaaaaaa !aaaaaaaaaaaaaaaaaaaaaaaaaa IIIIMINaaaaaaaaaaaaaaaaaaaaaaa,amaa l!Iaaaaaaaaaaaaaaaaaaaaaa,aataa ©aaaaaaaaaaaaaaaaaaaaaaa,sass - - IIMINIEaaaaaaaaaaaaaaaaaaaaaaa.aa,aa Iaaaaaaaaaaaaaaaaaaaaaamamaa aaaaaaaaaaaaaaaaaaaaaaaaaa ®aaaaaaaaaaaaaaaaaaaaaa.aataa ®aaaaaaaaaaaaaaaaaaaaaa,aaaa ®aaaaaaaaaaaaaaaaaaaaaaa,aaaa ®aaaaaaaaaaaaaaaaaaaaaaataaaa ®�aaaaaaa-Eaaa-i' ®aaaaaaaaaaaaaaaaaaaaaaaraaraa ©aaaaaaaaaaaaaaaaaaaaaa,aaraa ©aaaaaaaaaaaaaaaaaaaaaataa,as aaeaeaaaeaar a© -ES l!Iaaaaaaaaaaaaaaaaaaaaaaaaaa Iaaaaaaaaaaaaaaaaaaaaaaaaaaa IIaaaaaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaaaaaaa 100% amaa 610084-9.0041 OO 0 1 13 5 3:00 PMfi:W PM 43 60044- TAO PM 2(9 0 12 51 56 4 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 33 19 12 11 20 3 1 0 0 0 0 0 0 0 0.- 0 0 0.0% '36 123% 0 0.0% 13 6.2% 0 00% 1 05% Sathan Warren MO) 6603046 nathan*40 0409 4 0•44.4140Pccpm Site Description: WCR 61 5/0 Coors Energy Access Site Number: ADT5 Start Date: 9/10/2019 6:00 AM - 9:00 AM 3:00 PM - 6:00 PM 6:00 AM - 7:00 PM Percent AM Peak PM Peak O 0 O 0 O 0 lue• day 3/13/1', 0 1 0 0 2 15 10 11 11 6 7 6 8 6 4 1 5 6 1 2 1 1 0 0 32 12 82 0 1 0 0 0 1 7 2 22 15 30 12 33 28 29 23 13 15 6 5 0 0 1 0 31 51 235 30.0% 70.0% 10:00 AM 11:00 AM 1:00 PM 2:00 PM Northbound Vehicle Volume Report - Hourly 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r:,%v 30 Nn S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NB SE 0 0 0 Southbound 0 0 0 apex 0 0 0 0 0 0 0 0 0 0 0 0 Nathan Warren: (720) 660-4048 nathan.warren@apexdesignpc.com Vehicle Classification Report - Hourly Site Description: w.e 61 vo Cars Cpciv Mee, Site Plumber: 15 Start D 9/ Elate: 9/10/2019 Class 1- Motorcycles Class 2 • Passenger Cars Class 3 - Other Two -Axle, Four -Tire Single Unit Vehicles Class 4 - Buses Class 5 • TwoMile, Six -Tire. Single -Unit Trucks Class 6 - Three -Axle Saxe,. Trucks Class 7 - Four or More AMe Srngle•Unit Trucks Class 8 - F or Fewer Axle Singlel Jailer Trucks Class 9 F ver Axle Single -Trailer Trucks Class 10 - 0x or More Axle Single -Trailer Trucks Class 11 - Five or fewer Axle Mult,ailer Trucks Class 12 - SIx•Axle Multi -Trailer Trucks Class 13 - Seven or More Axle Multi -Trader Trucks 104 0 34 24 1 38 2 0 0 4 O 0 0 1 100.0% 0.0% 32.7% 23.1% 1.0% 36.5% 19% 0.0% 0.0% 3.8% 0.0% 0.0% 0.0% 1.0% 243 0 65 24 1 43 6 0 0 73 24 0 0 J 100.0% 0.0% 26.7% 9.9% 0.4% 17.7% 2.5% 0.0% 0.0% 33.0% 9.9% 0.0% 0.0% 2.9% 347 0 99 48 2 81 8 0 0 77 24 0 o g 100.0% 00% 28.5% 138% 0.6% 23.3% 2.3% OMB 00% 22.2% 6.9% 0.0% 0.0% 2.3% Nathan Warren. mo) 660-4048 oathan. warren@apexdesignpo.cOm Vehicle Speed Report - Hourly Site Destription: W. 615/0 Coors Energy Access 51te Number: 5 Start Date: 9/10/1019 Posted Speed lJmit: 40 Average Speed 500 oe,entrte 85th Pe renme 95th percentile Northbound 9p5M64944 38.6 mph 33.6 rnph 09mph 8 mph 52.3 mph Sat mph 104 0 6 22 21 0 423% 23 1000% 00% 19% 6.2% 38% 5.8% 13.5% 16.0% 13 al 01 52 40 53% 169% 169% 21.0% 165% 10 2% 106% a.e% 0.0% 1.0% 00% 0.0% 0.0% 00% 00% 143 0 22 11 12 05% 6.9% SS 100.0% 0.0% 0a% 3.3% 0a% 04% 0.0% 0.0% 0.0% 0.u% 0.0% 0.056 0. 307 0 20 05 47 66 67 12 17 6.3% 0.9% 12 3.5% 09% 03% 28 356 SO 1000% 0.0% 0.9% 5.8% 130% 135% 19.0% 19.3% 12.4% 00% 03% 00% 00% 0.0% 00% 00% IIII IiH aoaaaMMEM IIIIIIMEIIINIMWMEIIIMINIIIIIIIIIMMMIIIEEINMMIMMEMIITSIIMIEIIENIIIFIIIIIEI aaeaeeaaaoaaeeeeeeeeeaaaaa eoaoeeeeeoaaaEMMEM eaeeaeeaaoaaaaa aeaaaaa ©N' MIIIIMIIIIIIIIIMIIINIMIIIIIIIIIIIIMIMMEMEMEIMIMINIMINIMEMEMIIIIIIIIMEMMITI MEMEN' ENN M' a' aaa' E E I aaII a' M© 100.0% © 190.0% N '®' IIIIIIIIIIMIIIIMIIIIIIIIMEMEMEMEMEMIIMIIIIIIIIIMIIIMIIIIIIMIIIIIIMECI IaaaaeaaaaaaaaaaaaaaaaMMa ��aa�,aaaaaaaaeaa�aaaa®aa _-aaaaa©aaaaaaaaoaaaaa©-a-ate !IEZEZEMENEMENNEMEMIKIINIIIIIIIIIIIIIIIIMINEMMETIMEWMINITS !aaaaeaaaaeeoeeaaaeeeaaIFIESIa IIIIIIIIIIIMIIIIIMIMIEMIIIIIII!IIIIEIMEIIIMMMMMMWIIrIIIIIIIIIIMEEIIIIIIIM!IMMIEN -aaaaaa©®aaaaaeeEM-------ate ffEENEMEMEMMEllillrillIlINUMMEMEMINIIIIKIIIMEIMIIMEMIE1 ffRE' BENE fl-- EMENaI' aaaaaaaaaa-- --asa-- ---eeEEI--ate __ Iaaaaaa©eaaaaaaeaMMIaaaaIGaa ©�aaaaaaaaaeaaeoeENIIIIaaeaaaITII -- -a---fl- ----- ®®aM__aaa' 1 1000% MMIEIMMINTIM aITEEIaITEI Iaaaaaoaaaaaaaaaoaaao I Iaaaaaeeaaoaasaaaaaaaoaaaaa eeaaeoMEMEaeoeeaoaMMEMMMaaaa .0. 6'0041.900 AM 32 0 0 2 3 2 4 7 7 4 1 1 2 0 0 0 0 0 0 0 0 3:00PM-600 PM 11 0 0 0 0 0 4 8 0 0 0 0 0 0 0 0 0 0 0 0 0 6004M-700181. W 0 L 7 4 5 13 19 14 6 2. 1 1 0 0 0 0 0 0 0 0 15 469% 0 0.0% 29 354% 8 250% 0 0.0% 11 134% 3 9.l% 0 00% 3 3.7% IIIIIIIIIMIMMMIMIIMINIIMMIIIIMIIIIIIMMMMIIIIIMIIIMEMEMIIMIIIIIIMI __ INIIIMIIIIIMaaaaaaaaaaoaaaMMEM IeeeooeooeeeeaaMEMM MIIIIIMIaaaeaaaaaaaaaaaaaoaaa -- ------- eaa------a----- 'I - aaaaMMEME aaaaeaaa---- aaaaaa eaaaaa ...% NIMEINNIEN IIMINIIIMIIMMIIIIIIMINSIWIIIIIMIIIIIIIMEMMIIIIIIIIMEMIMIMMIENIIIIIIIMEIBMIEN IIIIIIIIIIMINIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIMMEMMEMEMMUNIIIIIMINIMEMMIEN ®INIIoaaa®aaaaaaMMMMaeeaECNIa®ate ®eeeaaa■MaaeaMEMENE oeaaEMIaIEaIEN IaaaaaEMaaaaaaaaaaaaeaaaNTIa ®eaaaaaaaaaaeasaaaaoaaIBEIaIEaEITI ®oeaaaaaaaae©eaeaaaeeaERINaERIa IIMIINISIMMEMIIIIIIIIIIIMMIRIMOMMINEMMIIMMIIIIIIMMIMERIEIIIMEEMEMIEN IIIIIIINIMMIIIIIIIIIIIIIIIMIMMIIMMIIIMMIIIIMMEMIIIIIMEEMMTEMMIEM ®aaaaaaa�aMMEME ®ooaaeaeaaeaaaaaeeaeeEIMMIIIIIIMEEa® MIIIIIMIONIMMEMINEMMINEMEMEMEMIIMIIIIIIIIIMMEMEIEMBIEIWIS aaaaea a a aaoaaeeeaaaaa MIIIMMIIIMMIIIIIIMINIIMIMMEMMIIIIIMMINEIIIIIMINIMENTEEMIEMEMEMIEN MMIKIMMIeeeaaeaMMIMIN IMINIMINIIIaeaaaaaaEMEMMU MIMIIMIMIIIaaaaaaaaaaoaaaaaaaaaaETEamaIITI !aoaaaaaoaooaoaaaaaaaoaaaaa eaaaaaaaaaaa 000.1.900AM 31 0 0 2 3 13 2 6 2 2 1 100 PIO - 600 PIA 51 0 3 3 8 8 6 3 9 6001143-100P8 235 0 1 12 40 40 51 38 21 10 12. 0 0 0 0 0 0 0 0 0 0 5 0 1 0 0 0 0 0 0 0 a 1 1 0 0 0 0 0 0 0 5 161% 24 47.1% 13 226% 2 65% 1733.3% 26 311% 0 00% 6 118% 10 13% Nathan • en. (900/ 660 4042 nathan esa.ren@ape hag pc or. Vehicle Volume Report - Hourly Site Description: WCR 61 5/0 Al Organics Access Site Number: ADT6 Start Date: 9/10/2019 apex Mnndzv f day JJ e,d;r/ Thweday fday 3 Day Avg 1 Div Avg B/1 UP; 9/1 VI' 3/1S/1.4 I _,e Ihc. A�!r, AI,c Ara t?Gn qN1 NB - -.. N3 0 SB 0 NB SF. SF; NB FEB - NEE $6 - NB - Sfi NB SP NB SF - NH 1 - SB - :1r.; 1 1 - - - - - - - - - - - - - - - - -00 0 0 - - - - - - - - - - - - - - - - -U: 0 0- ,,.,�, 3 0 M - - 23 7 - - - - - - - - - - - - - - .. 17 12 - - - - - - - - - - - - - - - - /::B 21 11 24 33 - - - - - - - - - - - - "' 10 23 - - - - - - - - - - - - - - - - -c ,:,M - - 22 30 - - - - - - - - - - - - - - - - L.11g?.'." - - 21 22 - - - - - - - - - - - - - S 13 34 - - - - - - - - - - - - .c;:Pf°. - - 19 51 - - - - - - - - - - - - - - - - /5555:: - - 6 43 - - - - - - - - - - - - - - - - ,.i;;'p.,t - - 3 33 - - - - - - - - - - - - - - - - .1 0( I'M - - 5 16 - - - - - - - - - - - - - - '.!w -'Al - - 5 15 - - - - - - - - - - - - - - - .,. i, - - 2 7 - - - - - - - - - - - - - - - - J 2 4 - - - - - - - - - o,..,.,. - 1 1 9500 PrJI - - 1 0 - - - - - - - - - - - - - - - - 1;FsES 0 1 .o( PM _ _ 0 0 6:00'1-':00AM 0 3:00 PM -6:00 PM 0 6:00 AM - 7:00 PM 0 Percent AM Peak PM Peak 0 0 0 - 62 13 168 36.6% 8:00 AM 1:00 PM Northbound 56 64 330 63.4% 9:00 AM 2:00 PM 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 Southbound 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 Nathan Warren: (720) 660-4048 nathan.warren@apexdesignpc.com Vehicle Classification Report - Hourly Site Description: Pr, 51,0 410,,,,,Tess Site Number: A0T6 Start Date: 9/10/2019 Class t - M Class 2 - Passenger Cars Class 3 - Other Two -Axle. Four -Pre Single Unit VMicles Class 4 • (fuses Class 5 - Two -Pyle. Sn-Tire. Single -Unit Trucks Class 6. Three -Axle SinglwUnit Trucks Class 7 Four or More Pyle Single•unit Trucks (lass 8-Fror Fewer Axle Single -Trailer Trucks Class 9 • F ve•Aale Sinee'Trailer Trucks Class 10- Slaw More kW Single -Trailer Trucks Class 11 - Frye or fewer Axle Mufti -Trailer Trucks Oass 12 Six Axle Mulb-Trader Trucks Class 13 - Seven or More Axle MultiTrailerTrucks 199 1 54 20 4 51 13 0 0 46 10 0 0 0 100.0% 0.5% 21.1% 10.1% 2.0% 25.6% 65% 0.0% 0.096 23.1% 5.0% 0.0% 0.0% 00% 344 2 93 24 5 54 10 0 0 140 6 0 0 10 100.056 0.6% 27.0% 7.0% 1.5% 15.7% 2.9% 0.0% 0.0% 40.7% 1.7% 0.0% 0.0% 2.9% 543 3 147 44 9 105 23 0 0 186 16 0 0 10 100.0% 0.6% 27.1% 8.1% 1.7% 19.3% 4.2% 0.096 0.096 34.3% 2.9% 0.0% 0056 1.8% Nathan Warren .(720)660 4044 natban. warien@apetdesiSoPc.com Vehicle Speed Report - Hourly Site Oeacription: WCR 615/0 Al Organics Access Site Number: A166 SEM :9/10/2019 Pasted Speedlimit: 40 Average Speed Percentile 95th Percentile 00tb905na Sutnbeuna 36.1 mph 32B mph 360 m 45.6 mph 42.0 Mph 51 2 mph 49 6 mph 199 106644 106011 0 ON 0 022 0 096 6 11 la 48 1 10 53 71 91 27 19 25 19 10 59 714 6 1 714 101 52 37 15 10 115% 59 IOM 13 Ea% 0.9% 1.9% 113% 180% Oa% 0.2% 00N 0.0% OD% 0.0% 0.0% 00% a0% aaaaaaaaaaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaaaaaaaaaaaa,aataa �aaaaaaaaaaaaaaaaaaaeaaaaaaa �aaaaaaaaaaaaaaaaaaaaaaaaaaa ©aaaaaaaaaaaaaaaaaaaaaa 1000% aataa IIMIVIIIIMIIIIMMEMEMEMIIMMEMEMEMZEIMEINEINIMMIEN ®aaaaaaaaaaaaaaaaaaaaaa�aa,aa �aaaaaaaaaaaaaaaaaaaaaaataataa �aaaaaaaaaaa aaaaaaaaaaataat— ®aaaaaamaaaaaaaaaaaaaaaataaaa ®aaaaaaaaaaaaaaaaaaaaaaataataa ®aaaaaaaaaaaaaaaaaaaaaataataa ��aaaaaaaaeoeaeeaaaaaea�a�a ©aaaaaaaaaaaaaaaaaaaaaaat— ©aaaaaaaaaaaaaaaaaaaaaaataa,aa ©aaaaaaaaaaaaaaaaaaaaaaataa,aa ©�aaaaaaaaaaaaaaaaaaaaaatamaa ©aaaaaaaaaaaaaaaaaaaaaaaaataa �aaaaaaaaaaaaaaaaaaaaaaa,aa,aa 00 091 ��aaaaaaaaaaaaaaaaaaaaaaaaaa 690 M1- 9:00 AM 3:00 P%1-6:00 PM 690.1-7101. 62 13 "a O 0 0 3 O 0 0 0 O A 0 9 ]2 16 2 4 2 21. 15 43 70 6 0 0100000000 0 0 0 0 0 0 0 0 0 0 0 12 1 3 1 0 0 0 0 0 0 0 0 05 12.9% 09% 4.8% 0 0.0% 9 3.4% �aaaaaaaaaaaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaaaeaaaaaaaataataa �aaaaaaaaaaaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaaaaaaaaaaaaaaaa �aaaaaaaaaaaaaaeaaaaaaaaaaaa INIMIMIaaaaaaaaaaaaaaaaaaaaaaataataa ®aaaaaaaaaaaaaeaaaaaaaaataataa �aaaaaaaaaaaaaaaaaaaaaaataa,aa ®aoaaaaaaaaaaaaaaaaaaaaataataa ®aaaaaaaaaeaaaaaaaaaaaaaaataa �aaaaaaaaaaaaaaaaaaaaaaatamam aaaaaaaaaaaaaaaaaaaaaataataa �aaaaaaaaaaaaaaaeaaaaaaataataa ®aaaaaaaaaaaaaaaaaaaaaa�aataa �aaaaaaaaaaaaaaaaaaaaaaaaataa ®aaaaaammaaaaaaaaaaaaeaa,aataa �aaaaaaaaaaaaaaaaaaaaaaataataa ®aaaaaaaaaaaaaaaaaaaaaataaa �aaaaaaaaaaaaaaaaaaaaaaa,aa,aa ©aaaaaaaaaaaaaaaaaaaaaaa,aataa aseoeaaaaaaoaaa aaaaoaaaaa ��aaoaa00000aoaaaaaooeoaaaaa 6.'00001-990 AM 390 PIA 6,00 PM 6110 AM-7a10PM 56 0 0 6 11 17 14 3 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 813 16 7 6 2 l 0 0 0 0 330 0 0 10 53 73 07 51 23 17 10 5 1 0 0 0 0 0 0 0 16 29 39% 69% 9 0.0% 6 1 Nathan Warren 1710166040U 4 039 nalban varren@apeatlepep tom Site Description: WCR 59 S/0 Al Organics (South) Access Site Number: ADT7 Start Date: 9/10/2019 60 PM .00 rC0 PP.I *Ct0 PM 17:10 PM 1'410 PP.1 6:00 AM - 9:00 AM 3:00 PM - 6:00 PM 6:OOAM-7:OOPM Percent AM Peak PM Peak 0 1 0 0 7 21 17 19 23 10 24 10 14 17 8 3 5 6 2 3 0 1 0 0 59 14 158 3S. 6% 8:00 AM 1.00 PM 23 35 23 40 43 38 31 15 15 8 4 1 0 0 1 63 61 334 64.4 9'.00 AM 200 PM Northbound Vehicle Volume Report - Hourly 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Southbound 0 0 apex 0 0 0 0 0 0 0 0 0 0 0 0 Nathan Warren: (720) 660-4048 nathan.warren@apexdesignpc.com Vehicle Classification Report - Hourly Site Description: wCe 59 5/0,1 Own." ISVPI Access She Number: ADO Start Oate: 9/10/3019 Class 1 -Motorcycles Class 2. Passenger Cars Class 3 - Other Two -Axle, Four. Tee Single Unn Vehicles Class 4 - Buses Class 5 • Two•Axle, Sn•Tue, L gle-Unit Trucks Class 6 - Three Ace Nngle-Unit Trucks Class 2 - Four or More Axle Single -Unit Trucks Class 8 - 0our or Fewer Axle Single -Nailer Trulas Class 9 - Five.Mle Single -Trailer Trucks Class 10 • Six or More Axle Nngle.Trailer Trucks Class ll - F or fewer Axle Multi -bailer Trucks Class 12 • 5,4 -Axle Multi -Trailer Trucks Class 13 - Seven or More Axle ?Nolte Nader Trucks 191 1 44 28 4 41 11 0 0 55 6 0 O 1 100.0% 0.5% 23.0% 14.7% 2.1% 21.5% 5.8% 00% 0.0% 28.8% 3.1% 00% 0.0% 0.5% 346 1 94 30 5 52 9 D 0 150 4 0 0 1 100.0% 0.3% 27.2% 8.7% 1.4% 15.0% 2.6% 0.0% 0.0% 43.4% 1.2% 0.0% 0.0% 0.3% 537 2 138 58 9 93 20 0 0 205 10 0 0 2 100.0% 04% 25.7% 108% 24% 17.3% 3.7% 0.0% 0.0% 382% 19% 0.0% 00% 0.4% Nathan Warren. (720) 660-4048 nethertvarren@apexclesignoccam apex Vehicle Speed Report - Hourly She IleserIp001 WCP595/0 Al Organics 150pm1 ALCM Site AO. /10 Start One: 9/10/1019 Posted Speed unlit 40 Peerage 546. 50th Percentile 85th Percentile 95th Percentile Nor0689n8 jouthbauml 34.9 mph 33.6 mph 351 mpF 33 2 mph 43.0 mph 409 mph 49 I mph 47 3 men 191 0 7 4 26 42 50 31 51 267% 16 16.8% 5.0% 3.1% 0.5% 00% 00% 00% 00% 00% 0.0% 0.0% 0.0% 0.0% 346 0 3 6 15 11 100 19 36 12 0 51 16.5% 31 100.0% 00% 0.6% 17% 7.1% 11.3% 18.9% 118% 1104% 3.5% 1.0% 0.6% 00% 0.0% 0.0% 00% 0.0% 0.0% 00% 00% 0.0% 531 0 9 10 36 103 142 119 68 23 3 . 10.1% 1000% 00% I. 19% 61% 19.1% 164% 14.0% 11.1% 43% 16% 06% 00% 00% 0.0% 00% 00% 00% 00% 0.0% 00% MIMIMIIIIIIIIIM •0 �aa -aa le- _____n____ WINKIIIIIIIIMIMMMIKIIIMMEMEMMEMINIIMEMIEN MINKIIMIIMMEMEMEMMEMMIIIIIIIIIIMINIMMI eoeeeeeaMMEM aoaoaaaaa IIIIMMIMEMEMEMINIIMINIIMIIIIMMINKIIIIIIIIIIIIIIIMMITESIIIIIWIIMMITEI MMIITIMMIIMIIIIIMIIIIIMMMIIINIMINIMMEMMIIIIIIIIIMEEIMMIBMIIMEEI IIIIIIIIIIMMIIIIIIIIIMMIIIMIEIMMEMMUMIIMIMIIIIIIIIIIIIIIIIIMMEMMIMMIMI __ 1=MIIMMENEMIEIIIMINMEIIIIIMMEMEMEMIIMIWIMIIIIIIIMMEMITII EiZEMEMEMENEMEEMBIENIIIIIIIIIIIIIIIIIMMEMMEMEMISIMMIIIIIIIMIIMIEN IMIIIIIMaMMEME MIIaaeaaaa©oeoaoaesaoaaaNITIaEMIa !IMMENIIMIIIIIIIMIIIMMENIIIIIIIIMMUMIIIMIIIIMEMEMEIMIIMIICEIMMEITI MNIIIIIIIIIIIMEMIIIMIMMIIMIIIIIMEMMIMIIMIIIIIIIMMEINIEMIZEIMMIEN IIIIIIIIIMIIEIIIIMMEMIIIIIIMMNMIIIIIEIIEMMMIIMIIMIM!IMIIIIMIIITI ©saaaaaeeoeeaaeaaaaMaaa IIMMINMMIIIIIMEIIIIIIMIEMMMWMIIIIIIIMIMIIIIEIIEMEEEMITEMMITMMIIII - eaaaaaIIMaaaMMEME -©©-aaaaaaaeeaeoaaIIIEIIaIIIa aaaaaaaoaaaaaa®aNIEaITI eeaeaIIEaEEMa ©IaaaaaaaAaoaaaeaaaaaaaamaIIMI ©MIIIIeaeaaaaaMIEMMMeoeaeaaEMWEaITIII I�aaaaaeaaaaaaaaaaaaaaaaaaaa MIIIMMIMIaaaaaoaaaaaaaaaaaaeaa M!I�------n !aaaaaoaaaaaMUMEMaoaoaaaaa -- -a-- _----_-- 1000.01007% oM _ ....• 90) AM 300PM-600PM MAY -74%PM.. 59 0 1 1 4 6 l4 0 0 I 3 3 158 0 7 4 11 15 11 23 6 1 36 45 8 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02 5 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 31 0 30 20.3% 06% 19O% 4 6.8% 0 0.0% 7 4.4% 0 0.0% 0 00% 0 0D% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0.0% 0 00% 0 0.0% 0 0 . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 - 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0.6 0 00, 0 00% 1 0 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 0 1 50.056 0 0.0°6 0 0.0% 0 0 0 1 0 0 0 0 0 0 0 0 0 1 161% 0 -... . .. -. 11 0 0 0 11 z 6 1 0 0 0 0 0 0 0 0 0 0 0 0 1 9.I% 0 0.0% 0 0.0% 40 0 0 0 4 12 11 8 0 0 0 0 0 0 0 0 0 0 0 0 0.0% 0 00% 0 O. 0 0 0 0 8 6 4 5 0 0 0 0 0 0 0 0 0 0 0 0 S 27. 0 00% 0 0.0°% 350 0 0 2 12 12 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 l 6 l 0 0 0 0 0 0 0 a 1q% 0 0.0, D 00% 40 0 0 0 1 1 7 14 0 0 0 0 0 0 0 0 0 0 D s 11.5% 1 5.0% 0 03 0 0 3 13 10 10 i000000000000- 4T6 0 00% 0 00% - 1 0 0 0 0 0 0 0 0 0 0 0 0 1.656 0 00% 31 0 0 0 l ) l 1 I 1 0 0 0 0 0 0 0 0 0 9 29. 4 12996 13. IS 0 0 0 0 0 O 1 3 5 0 0 0 0 0 0 0 O 6 OD. 0 0.0, .. 630455.90UAM 300 PM • 600 PM 00000206 3 4 0 0 0 0 0 13 86 J% 1 O% 0 00% 8 0 0 0 0 1 3 0 - 0 1 1 0 0 0 0 0 0 0 0 0 4 1 150% 1 4 0 0 0 0 1 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 15.0°6 0 009,4 0 0056 0 0 000000000000 0 0 0 0 0.0% 0 0.0% 0 00°4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 1 0 0 0 0 0 l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0% 0 0.0% 0 0.0% 63 0 0 0 5 19 iS 11 3 0 0 0 0 0 0 0 0 0 0 0 0 61 0 0 0 1 1 13 9 14 10 6 1 0 0 0 0 0 0 0 0 0 3 4.6% 31 50.8% 0 0.0% 17 11.9% 0 00% 1 1.6% Nathan Warren: 11100 6604048 nathan warren@ apeedes:en0ccam Appendix B Vistro Analysis Results Sustainable Traffic Solutions, Inc. Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado September 28, 2020 Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO All -way stop HCM 6th Edition 15 minutes Scenario 1: 1 Existing AM Colorado Sand Company TIS Weld County. CO Intersection Level Of Service Report Intersection 1: WCR 18 Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 7.8 A 0.141 Name Market Street WCR 18 WCR 59 Approach Northbound Eastbound Westbound Lane Configuration4-r I- 41 Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] . No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Market Street WCR 18 WCR 59 Base Volume Input [veh/h] 43 34 12 63 25 6 Base Volume Adjustment Factor 1.0000 1 0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 43 34 12 63 25 6 Peak Hour Factor 0.6500 0.6500 0.7800 0.7800 0.6500 0.6500 Other Adjustment Factor 1.0000 1.0000 1 0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 17 13 4 20 10 2 Total Analysis Volume [veh/h] 66 52 15 81 38 9 Pedestrian Volume [ped/h] 0 0 0 11/3/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 1: 1 Existing AM Colorado Sand Company TIS Weld County, CO Lanes Capacity per Entry Lane [veh/h] 835 906 769 Degree of Utilization. x 0.14 0.11 0.06 Movement, Approach, & Intersection Results 95th -Percentile Queue Length [veh] 0.49 0.35 0.19 95th -Percentile Queue Length [ft] 12.28 8.86 4.87 Approach Delay [s/veh] 8.02 7.45 7.99 Approach LOS A A A Intersection Delay [s/veh] 7.80 Intersection LOS A 11/3/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 1: 1 Existing AM Colorado Sand Company TIS Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 15 minutes Intersection Level Of Service Report Intersection 2: School Bus Access Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 10.0 A 0.011 Name Market Street Market Street School Bus Access Approach Northbound Southbound Westbound Lane Configuration"I s'1'+ Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Market Street Market Street School Bus Access Base Volume Input [veh/h] 82 5 0 86 a 5 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 82 5 0 86 5 0 Peak Hour Factor 0.6700 0.6700 0.8600 0 8600 0.6300 0.6300 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 31 2 0 25 2 0 Total Analysis Volume [veh/h] 122 7 0 100 8 0 Pedestrian Volume [ped/h] 0 0 0 11/3/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 1: 1 Existing AM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.00 0.01 0.00 d_M, Delay for Movement [s/veh] r 9.95 Movement LOS A A A A 95th -Percentile Queue Length [veh/In] 0.00 0.00 0.00 0.03 95th -Percentile Queue Length [ft/In] 0.00 0.00 0.00 0.83 d_A. Approach Delay [s/veh] 0.00 0.00 9.95 Approach LOS A A A d_l. Intersection Delay [s/veh] 0.34 Intersection LOS A 11/3/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions. Inc Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 15 minutes Scenario 1: 1 Existing AM Colorado Sand Company TIS Weld County. CO Intersection Level Of Service Report Intersection 3: Pippin Lane Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.0 A 0.009 Name Market Street Market Street Pippin Lane Approach Northbound Southbound Eastbound Lane ConfigurationI F 4ir Turning Movement Left Thru Thru T Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] . Speed [mph] 30.00 30.00 30.00 Grade [%J 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Market Street Market Street Pippin Lane Base Volume Input [veh/h] 1 87 91 0 0 3 Base Volume Adjustment Factor 1,0000 1 0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0000 1.0000 1 .0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 1 87 91 0 0 3 Peak Hour Factor 0.6700 0 6700 0.8600 0.8600 0.3800 0.3800 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 0 32 26 0 0 2 Total Analysis Volume [veh/h] 1 130 106 0 0 8 Pedestrian Volume [ped/h] 0 0 0 co 11/3/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings Scenario 1: 1 Existing AM Colorado Sand Company TIS Weld County. CO Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.00 0.00 0.01 d_M. Delay for Movement [s/veh] 7.56 8.97 Movement LOS A A A A 95th -Percentile Queue Length [veh/In] 0.00 0.00 0.00 0.03 95th -Percentile Queue Length [ft/In] 0.05 0.05 0.00 0.66 d_A. Approach Delay [s/veh] 0.06 0.00 8.97 Approach LOS A A A d_l. Intersection Delay [s/veh] 0.32 Intersection LOS A 11/3/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 15 minutes Scenario 1: 1 Existing AM Colorado Sand Company TIS Weld County. CO Intersection Level Of Service Report Intersection 4: 1-76 WB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 16.4 C 0.009 Name Market Street Market Street 1-76 WB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration1 F + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 WB Ramp Base Volume Input [veh/h] 142 82 58 36 17 2 5 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 142 82 58 36 17 2 5 Peak Hour Factor 0.7600 0.7600 0.7800 0.7800 0.7500 0.7500 0.7500 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 47 27 19 12 6 1 2 Total Analysis Volume [veh/h] 187 108 74 46 23 3 7 Pedestrian Volume [ped/h] 0 0 0 0 11/3/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 1: 1 Existing AM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free Stop Flared Lane No Storage Area [yeti] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.13 0.07 0.01 0.01 d_M. Delay for Movement [shier)] 7.99 16.11 16.40 9.75 Movement LOS A A A A C C A 95th -Percentile Queue Length [veh/In] 0.46 0.46 0.00 0.00 0.27 0.27 0.27 95th -Percentile Queue Length [ft/In] 11.61 11.61 0.00 0.00 6.69 6.69 6.69 d_A. Approach Delay [s/veh] 5.06 0.00 14.79 Approach LOS A A B d_l. Intersection Delay [s/veh] 4.42 Intersection LOS C 11/3/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions. Inc Generated with PTV Version 2020 (SP 0-0) Scenario 1: 1 Existing AM Colorado Sand Company TIS Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 15 minutes Intersection Level Of Service Report Intersection 5: 1-76 EB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 12.3 B 0.081 Name Market Street Market Street 1-76 EB Ramp Approach Northbound Southbound • Eastbound Westbound Lane Configuration Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 a 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0 00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 EB Ramp Base Volume Input [veh/h] 230 16 1 44 37 0 98 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 230 16 1 44 37 0 98 Peak Hour Factor 0.9000 0.9000 0.6600 0.6600 0.7700 0.7700 0.7700 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 64 4 0 17 12 0 32 Total Analysis Volume [veh/h] 256 18 2 67 48 0 127 Pedestrian Volume [ped/h] 0 0 0 0 11/3/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings j _ VISTRO Scenario 1: 1 Existing AM Colorado Sand Company TIS Weld County.. CO Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.00 0.08 0.00 0.13 d_M. Delay for Movement [s/veh] 7.96 12.26 9.93 Movement LOS A A A A B A 95th -Percentile Queue Length [veh/In] 0.00 0.00 0.00 0.00 0.80 0.80 95th -Percentile Queue Length [ft/In] 0.00 0.00 0.12 0.12 20.11 20.11 d_A. Approach Delay [s/veh] 0.00 0.23 10.57 Approach LOS A A B d_l. Intersection Delay [s/veh] 3.60 Intersection LOS B 11/3/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) Scenario 1: 1 Existing AM Colorado Sand Company TIS Weld County. CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 15 minutes Intersection Level Of Service Report Intersection 6: WM Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 8.0 A 0.022 Name WCR 59 WCR 59 Waste Management Entrance Approach Northbound Southbound Eastbound Lane ConfigurationI I Turning Movement Left Thru , Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 . . No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] . No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] . Speed [mph] 30.00 30.00 Grade [%] 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Waste Management Entrance Base Volume Input [veh/h] 23 20 9 Base Volume Adjustment Factor 1 0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 Growth Factor 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 23 20 9 Peak Hour Factor 0.8500 0.8500 0.8500 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 7 6 3 Total Analysis Volume [veh/h] 27 24 11 Pedestrian Volume [ped/h] 0 0 0 11/3/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions. Inc. Generated with PTV VISTRO Sr Version 2020 (SP 0-0) Intersection Settings Scenario 1: 1 Existing AM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free Flared Lane Storage Area [veh] Two -Stage Gap Acceptance Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.02 d_M, Delay for Movement [s/veh] 7.97 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0.07 0.07 0.00 95th -Percentile Queue Length [ft/In] 1.67 1.67 0.00 d_A, Approach Delay [s/veh] 4.22 0.00 Approach LOS A A d_l, Intersection Delay [shier)] 3.47 Intersection LOS A 11/3/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) Scenario 1: 1 Existing AM Colorado Sand Company TIS Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 15 minutes Intersection Level Of Service Report Intersection 7: WM Exit Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.1 A 0 006 Name WCR 59 WCR 59 Waste Management Exit Approach Northbound Southbound Eastbound Lane Configuration r Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Waste Management Exit Base Volume Input [veh/h] 43 9 4 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [°/0 75.00 75.00 Growth Factor i 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 43 9 4 Peak Hour Factor 0.8500 0.8500 0.8500 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 13 3 1 Total Analysis Volume [veh/h] 51 11 5 Pedestrian Volume [ped/h] 0 0 0 11/3/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 2020 PTV SP 0-0) Intersection Settings VISTRO Scenario 1: 1 Existing AM Colorado Sand Company TIS Weld County. CO Priority Scheme Free Free Stop Flared Lane Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 d_M. Delay for Movement [s/veh] 9.06 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0.00 0.00 0.02 95th -Percentile Queue Length [ft/In] 0.00 0.00 0.42 d_A. Approach Delay [s/veh] 0.00 0.00 9.06 Approach LOS A A A d_l. Intersection Delay [s/veh] 0.68 Intersection LOS A 11/3/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 1: 1 Existing PM Colorado Sand Company TIS Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup All -way stop HCM 6th Edition 1 hour Intersection Level Of Service Report Intersection 1: WCR 18 Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 7.5 A 0.081 Name Market Street WCR 18 WCR 59 Approach Northbound Eastbound Westbound Lane Configuration 7* I-' 1 Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Market Street WCR 18 WCR 59 Base Volume Input [veh/h] 45 17 5 72 34 23 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1 0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 45 17 5 72 34 23 Peak Hour Factor 0.9100 0.9100 0.7100 0.7100 0.7100 0.7100 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 12 5 2 25 12 8 Total Analysis Volume [veh/h] 49 19 7 101 48 32 Pedestrian Volume [ped/h] 0 0 0 11/6/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Version 2020 (SP 0-0) Intersection Settings Scenario 1: 1 Existing PM Colorado Sand Company TIS Weld County. CO Lanes Capacity per Entry Lane [veh/h] 814 947 801 Degree of Utilization. x 0.08 0.08 0.07 Movement, Approach, & Intersection Results 95th -Percentile Queue Length [veh] 0.25 0.27 0.23 95th -Percentile Queue Length [ft] 6.18 6.63 5.74 Approach Delay [s/veh] 7.79 7.14 7.84 Approach LOS A A A Intersection Delay [s/veh] 7.55 Intersection LOS A 11/6/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 1: 1 Existing PM Colorado Sand Company TIS Weld County. CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Intersection Level Of Service Report Intersection 2: School Bus Access Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.6 A 0.006 Name Market Street Market Street School Bus Access Approach Northbound Southbound Westbound Lane Configuration 1 or Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 . 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Market Street Market Street School Bus Access Base Volume Input [veh/h] 61 2 0 106 5 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage r/o] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 61 2 0 106 5 0 Peak Hour Factor 0.8300 0 8300 0.7800 0.7800 0.4200 0.4200 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 18 1 0 34 3 0 Total Analysis Volume [veh/h] 73 2 0 136 12 0 Pedestrian Volume [ped/h] 0 0 0 11/6/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 1: 1 Existing PM Colorado Sand Company TIS Weld County. CO Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] i Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 0.01 0.00 d_M. Delay for Movement [s/veh] 9.57 Movement LOS A A A A 95th -Percentile Queue Length [veh/In] 0.00 0.00 0.00 0.02 95th -Percentile Queue Length [ft/In] 0.00 0.00 0.00 0.48 d_A. Approach Delay [s/veh] 0.00 0.00 9.57 Approach LOS A A A d_l. Intersection Delay [s/veh] 0.27 Intersection LOS A 11/6/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 1: 1 Existing PM Colorado Sand Company TIS Weld County. CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Intersection Level Of Service Report Intersection 3: Pippin Lane Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.0 A 0.002 Name Market Street Market Street Pippin Lane Approach Northbound Southbound Eastbound Lane Configuration1 4r Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade p/o] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Market Street Market Street Pippin Lane Base Volume Input [veh/h] 3 63 111 0 0 2 Base Volume Adjustment Factor 1 0000 1.0000 1 0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage p/o] 15.00 15.00 15.00 15.00 . 15.00 15.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 3 63 111 0 0 2 Peak Hour Factor 0.8300 . 0.8300 0.7800 . 0.7800 0.2500 0.2500 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 1 19 36 0 0 2 Total Analysis Volume [veh/h] 4 76 142 0 0 8 Pedestrian Volume [ped/h] 0 0 0 11/6/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings Scenario 1: 1 Existing PM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.00 0.00 0.00 d_M, Delay for Movement [s/veh] 7.57 8.97 Movement LOS A A A A 95th -Percentile Queue Length [veh/In] 0.01 0.01 0 00 0.01 95th -Percentile Queue Length [ft/In] 0.16 0.16 0.00 0.17 d_A. Approach Delay [s/veh] 0.34 0.00 8.97 Approach LOS A A A d_l, Intersection Delay [s/veh] 0.23 Intersection LOS A 11/6/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 1 hour Scenario 1: 1 Existing PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 4: 1-76 WB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 13.0 B 0.030 Name Market Street Market Street 1-76 WB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration1 F + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 a , 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] a No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 WB Ramp Base Volume Input [veh/h] 133 64 82 27 14 0 1 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 133 64 82 27 S. 14 0 1 Peak Hour Factor 0.9300 0.9300 0.8000 0.8000 0.7500 0.7500 0.7500 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 36 17 26 8 5 0 0 Total Analysis Volume [veh/h] 143 69 103 a 34 19 0 1 Pedestrian Volume [ped/h] 0 0 0 0 11/6/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions. Inc. Generated with PTV 1 _ VISTRO Version 2020 (SP 0-0) Intersection Settings Scenario 1: 1 Existing PM Colorado Sand Company TIS Weld County. CO Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.09 0.03 0.00 0.00 d_M. Delay for Movement [s/veh] 7 83 12.96 8.97 Movement LOS A A A A B A 95th -Percentile Queue Length [veh/In] 0.31 0.31 0.00 0.00 0.10 0.10 95th -Percentile Queue Length [ft/In] 7.84 7.84 0.00 0.00 2.40 2.40 d_A. Approach Delay [s/veh] 5.29 0.00 12.69 Approach LOS A A B d_I . Intersection Delay [s/veh] 3.84 Intersection LOS B 11/6/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 1: 1 Existing PM Colorado Sand Company TIS Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Intersection Level Of Service Report Intersection 5: 1-76 EB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 12.3 B 0.002 Name Market Street Market Street 1-76 EB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration F I + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 . 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 EB Ramp Base Volume Input [veh/h] 175 27 4 94 21 1 180 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 . 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 175 27 4 94 21 1 180 Peak Hour Factor 0.9000 0.9000 0.7700 0.7700 0.9200 0.9200 0.9200 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 49 8 1 31 6 0 49 Total Analysis Volume [veh/h] 194 30 5 122 23 . 1 196 Pedestrian Volume [ped/h] 0 0 0 0 11/6/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 1: 1 Existing PM Colorado Sand Company TIS Weld County. CO Priority Scheme Free Free Stop Flared Lane No Storage Area [vet)] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 0.03 0.00 0.19 d_M, Delay for Movement [s/veh] 7.79 11.88 12.35 10.09 Movement LOS A A A A B B B 95th -Percentile Queue Length [veh/In] 0.00 0.00 0.01 0.01 0.89 0.89 0.89 95th -Percentile Queue Length [ft/In] 0.00 0.00 0.23 0.23 22.18 22.18 22.18 d_A. Approach Delay [s/veh] 0.00 0.32 10.28 Approach LOS A A B d_l, Intersection Delay [s/veh] 4.20 Intersection LOS B 11/6/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 1: 1 Existing PM Colorado Sand Company TIS Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Intersection Level Of Service Report Intersection 6: WM Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 7.9 A 0.002 Name WCR 59 WCR 59 Waste Management Entrance Approach Northbound Southbound Eastbound Lane ConfigurationI I Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 . 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 Grade [%] 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Waste Management Entrance Base Volume Input [veh/h] 3 6 15 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 Growth Factor 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 3 6 15 Peak Hour Factor 0.8500 0.8500 0.8500 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 1 2 4 Total Analysis Volume [veh/h] 4 7 18 Pedestrian Volume [ped/h] 0 0 0 11/6/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 1: 1 Existing PM Colorado Sand Company TIS Weld County. CO Priority Scheme Free Free Flared Lane Storage Area [veh] Two -Stage Gap Acceptance Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 d_M. Delay for Movement [s/veh] 7.92 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0.01 0.01 0.00 95th -Percentile Queue Length [ft/In] 0.18 0.18 0.00 d_A. Approach Delay [s/veh] 2.64 0.00 Approach LOS A A d_l. Intersection Delay [s/veh] 0 99 Intersection LOS A 11/6/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) Scenario 1: 1 Existing PM Colorado Sand Company TIS Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Intersection Level Of Service Report Intersection 7: WM Exit Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.1 A 0.012 Name WCR 59 WCR 59 Waste Management Exit Approach Northbound Southbound Eastbound Lane Configuration r Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] . Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Waste Management Exit Base Volume Input [veh/h] 9 15 11 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 Growth Factor 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 9 15 11 Peak Hour Factor 0.8500 0.8500 0.8500 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 3 4 3 Total Analysis Volume [veh/h] 11 18 13 Pedestrian Volume [ped/h] 0 0 0 11/6/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 1: 1 Existing PM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free Stop Flared Lane Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 d_M. Delay for Movement [s/veh] 9.11 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0.00 0.00 0.04 95th -Percentile Queue Length [ft/In] 0.00 0.00 0.94 d_A. Approach Delay [s/veh] 0.00 0.00 9.11 Approach LOS A A A d_l. Intersection Delay [s/veh] 2 86 Intersection LOS A 11/6/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 2: 2 2020 Back AM Colorado Sand Company TIS Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup All -way stop HCM 6th Edition 15 minutes Intersection Level Of Service Report Intersection 1: WCR 18 Delay (sec I veh): Level Of Service: Volume to Capacity (v/c): 7.8 A 0.141 Name Market Street WCR 18 WCR 59 Approach Northbound Eastbound Westbound Lane Configuration ''T'+ F I Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 . 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] . Speed [mph] 30.00 30.00 30.00 Grade p/o] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Market Street WCR 18 WCR 59 Base Volume Input [veh/h] 43 34 12 63 25 6 i Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0100 1.0100 1.0100 1.0100 1.0100 1.0100 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 43 34 12 64 25 6 Peak Hour Factor 0.6500 0.6500 0.7800 0.7800 0.6500 0.6500 Other Adjustment Factor 1.0000 1.0000 1.0000 4 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 17 13 4 21 10 2 Total Analysis Volume [veh/h] 66 52 15 82 38 9 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO • _ Version 2020 (SP 0-0) Intersection Settings Scenario 2: 2 2020 Back AM Colorado Sand Company TIS Weld County. CO Lanes Capacity per Entry Lane [veh/h] 834 906 769 Degree of Utilization, x 0.14 0.11 0.06 Movement, Approach, & Intersection Results 95th -Percentile Queue Length [veh] 0.49 0.36 0.20 95th -Percentile Queue Length [ft] 12.29 8.96 4.88 Approach Delay [s/veh] 8.02 7.45 7.99 Approach LOS A A A Intersection Delay [s/veh] 7.81 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 2: 2 2020 Back AM Colorado Sand Company TIS Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 15 minutes Intersection Level Of Service Report Intersection 2: School Bus Access Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 10.0 A 0.011 Name Market Street Market Street School Bus Access Approach Northbound Southbound Westbound Lane Configuration 4"'r'► Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Market Street Market Street School Bus Access Base Volume Input [veh/h] 82 5 0 86 5 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage p/o] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0100 1.0000 1.0000 1.0100 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] , 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 , 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 83 5 0 87 5 0 Peak Hour Factor 0.6700 0.6700 0.8600 0.8600 0.6300 0.6300 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 31 2 0 25 2 0 Total Analysis Volume [veh/h] 124 7 0 101 8 0 Pedestrian Volume [ped/h] 0 0 0 co 11/4/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 2: 2 2020 Back AM Colorado Sand Company TIS Weld County. CO Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.00 0.01 0.00 d_M, Delay for Movement [s/veh] 9.97 Movement LOS A A A A 95th -Percentile Queue Length [veh/In] 0.00 0.00 0.00 0.03 95th -Percentile Queue Length [ft/In] 0.00 0.00 0.00 0.83 d_A, Approach Delay [s/vehJ 0 00 0.00 9.97 Approach LOS . A A A d_l, Intersection Delay [s/veh] 0.33 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 2: 2 2020 Back AM Colorado Sand Company TIS Weld County. CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 15 minutes Intersection Level Of Service Report Intersection 3: Pippin Lane Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.0 A 0009 Name Market Street Market Street Pippin Lane Approach Northbound Southbound Eastbound Lane Configuration *r Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Market Street Market Street Pippin Lane Base Volume Input [veh/h] 1 87 91 0 0 3 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0000 1.0100 1.0100 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 1 88 92 0 0 3 Peak Hour Factor 0.6700 0.6700 0.8600 0.8600 0.3800 0.3800 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 0 33 27 0 0 2 Total Analysis Volume [veh/h] 1 131 107 0 0 8 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Version 2020 (SP 0-0) Intersection Settings Scenario 2: 2 2020 Back AM Colorado Sand Company TIS Weld County. CO Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 0.00 0.01 d_M. Delay for Movement [s/veh] 7.56 8.98 Movement LOS A A A A 95th -Percentile Queue Length [veh/In] 0.00 0.00 0.00 0.03 95th -Percentile Queue Length [ft/In] 0.05 0.05 0.00 0.66 d_A. Approach Delay [s/veh] 0.06 0.00 8.98 Approach LOS A A A d_l. Intersection Delay [s/veh] 0.32 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 2: 2 2020 Back AM Colorado Sand Company TIS Weld County. CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 15 minutes Intersection Level Of Service Report Intersection 4: 1-76 WB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 16.5 C 0.009 Name Market Street Market Street 1-76 WB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration1 F of' Turning Movement Left Thru Right Left a Thru Right Left Thru a Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 WB Ramp Base Volume Input [veh/h] 142 82 58 36 17 2 5 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0100 1.0100 1.0100 1.0100 1.0100 1.0100 1.0100 In -Process Volume [veh/h] 0 0 0 0 a 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 143 83 59 36 17 2 5 Peak Hour Factor 0.7600 0.7600 0.7800 0.7800 0.7500 0.7500 0.7500 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 47 27 19 12 6 1 2 Total Analysis Volume [veh/h] 188 109 76 46 23 3 7 Pedestrian Volume [ped/h] 0 0 0 0 11/4/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 2: 2 2020 Back AM Colorado Sand Company TIS Weld County. CO Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement VC Ratio 0.14 0.07 0.01 0.01 d_M, Delay for Movement [s/veh] 8.00 16.22 16.49 9.77 Movement LOS A A A A C C A 95th -Percentile Queue Length [veh/In] 0.47 0 47 0.00 0.00 0.27 0.27 0.27 95th -Percentile Queue Length [ft/In] 11.71 11.71 0.00 0.00 6.75 6.75 6.75 d_A. Approach Delay [s/veh] 5.06 0.00 14.88 Approach LOS A A B d_l, Intersection Delay [s/veh] 4.41 Intersection LOS C 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 2: 2 2020 Back AM Colorado Sand Company TIS Weld County. CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 15 minutes Intersection Level Of Service Report Intersection 5: 1-76 EB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 123 B 0.081 Name Market Street Market Street 1-76 EB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration I* I is Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 . 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 . . 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 . 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 EB Ramp Base Volume Input [veh/h] 230 16 1 44 37 0 98 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage p/o] 15.00 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0100 1.0100 1.0100 1.0100 1.0100 1.0100 1.0100 In -Process Volume [veh/h] 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 , 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 232 16 1 44 37 0 99 Peak Hour Factor 0.9000 0.9000 0.6600 0.6600 0.7700 0.7700 0.7700 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 64 4 0 17 12 0 32 Total Analysis Volume [veh/h] 258 18 2 67 48 0 129 Pedestrian Volume [ped/h] 0 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO .4 Scenario 2: 2 2020 Back AM Colorado Sand Company TIS Weld County. CO Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 0.08 0.00 0.13 d_M, Delay for Movement [s/veh] 7.97 i 12.29 9.94 Movement LOS A A A A B A 95th -Percentile Queue Length [veh/In] 0.00 0.00 0.00 0.00 0.82 0.82 95th -Percentile Queue Length [ft/In] 0.00 0.00 0.12 0.12 20.39 20 39 d_A. Approach Delay [s/veh] 0.00 0.23 10.58 Approach LOS A A B d_l, Intersection Delay [s/veh] 3.62 Intersection LOS B 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 2: 2 2020 Back AM Colorado Sand Company TIS Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 15 minutes Intersection Level Of Service Report Intersection 6: WM Entrance Delay (sec / veh): Level Of Service Volume to Capacity (v/c): 8.0 A 0.022 Name WCR 59 WCR 59 Waste Management Entrance Approach Northbound Southbound Eastbound Lane ConfigurationI I Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 Grade [%] 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Waste Management Entrance Base Volume Input [veh/h] 23 20 9 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 Growth Factor 1.0000 1.0000 1.0000 In -Process Volume [veh/h1 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h1 23 20 9 Peak Hour Factor 0.8500 0.8500 0.8500 Other Adjustment Factor 1.0000 1.0000 1.0000 . Total 15 -Minute Volume [veh/h] 7 6 3 Total Analysis Volume [veh/h] 27 24 11 . Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Version 2020 (SP 0-0) Intersection Settings Scenario 2: 2 2020 Back AM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free Flared Lane Storage Area [veil] Two -Stage Gap Acceptance Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.02 d_M, Delay for Movement [s/veh] 7.97 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0.07 0.07 0.00 95th -Percentile Queue Length [ft/In] 1.67 1.67 0.00 d_A. Approach Delay [s/veh] 4.22 0.00 Approach LOS A A d_l, Intersection Delay [s/veh] 3.47 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 2: 2 2020 Back AM Colorado Sand Company TIS Weld County. CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 15 minutes Intersection Level Of Service Report Intersection 7: WM Exit Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.1 A 0.006 Name WCR 59 WCR 59 Waste Management Exit Approach Northbound Southbound Eastbound Lane ConfigurationI I r Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Waste Management Exit Base Volume Input [veh/h] 43 9 4 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 Growth Factor 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 43 9 4 Peak Hour Factor 0.8500 0.8500 . 0.8500 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 13 3 1 Total Analysis Volume [veh/h] 51 11 5 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 2: 2 2020 Back AM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free Stop Flared Lane Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.01 d_M. Delay for Movement [s/veh] 9.06 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0.00 0.00 0.02 95th -Percentile Queue Length [ft/In] 0.00 0.00 0.42 d_A, Approach Delay [s/veh] 0.00 0.00 9 06 Approach LOS A A A d_l, Intersection Delay [s/veh] 0.68 Intersection LOS A 11/4/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 2: 2 2020 Back AM Colorado Sand Company TIS Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 15 minutes Intersection Level Of Service Report Intersection 8: Mine Entrance Delay (sec / veh): Level Of Service. Volume to Capacity (v/c): 0.0 A 0.001 Name WCR 59 WCR 59 Mine Entrance Approach Northbound Southbound Westbound Lane Configuration F I Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 Grade ['Vol 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Mine Entrance Base Volume Input [veh/h] 43 0 13 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 Growth Factor 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 , 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 . 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 43 0 . 13 Peak Hour Factor 0.8500 0.8500 0.8500 Other Adjustment Factor 1.0000 . 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 13 0 4 Total Analysis Volume [veh/h] 51 0 15 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 2: 2 2020 Back AM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free Flared Lane Storage Area [veh] Two -Stage Gap Acceptance Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio d_M. Delay for Movement [s/veh] Movement LOS A A 95th -Percentile Queue Length [veh/In] 0.00 0.00 95th -Percentile Queue Length [ft/In] 0.00 0.00 d_A. Approach Delay [s/veh] 0.00 0.00 Approach LOS A A d_I. Intersection Delay [s/veh] 0.00 Intersection LOS A 11/4/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 2: 2 2020 Back AM Colorado Sand Company TIS Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 15 minutes Intersection Level Of Service Report Intersection 9: Mine Exit Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 0.0 A 0.000 Name WCR 59 WCR 59 Mine Exit Approach Northbound Southbound Westbound Lane Configuration Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 , Exit Pocket Length [ft] Speed [mph] 30 00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Mine Exit Base Volume Input [veh/h] 20 9 0 Base Volume Adjustment Factor 1.0000 1.0000 , 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 Growth Factor 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 20 , 9 0 Peak Hour Factor 0 8500 0.8500 0.8500 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 6 3 0 Total Analysis Volume [veh/h] 24 11 0 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 2: 2 2020 Back AM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free Stop Flared Lane Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 d_M. Delay for Movement [s/veh] Movement LOS A A 95th -Percentile Queue Length [veh/In] 0.00 0.00 95th -Percentile Queue Length [ft/In] 0.00 0.00 d_A. Approach Delay [s/veh] 0.00 0 00 Approach LOS A A d_l. Intersection Delay [s/veh] 0.00 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) Scenario 2: 2 2020 Back PM Colorado Sand Company TIS Weld County. CO Control Type: Analysis Method: Analysis Period: Intersection Setup All -way stop HCM 6th Edition 1 hour Intersection Level Of Service Report Intersection 1: WCR 18 Delay (sec / veh): Level Of Service Volume to Capacity (v/c) 7.5 A 0.082 Name Market Street WCR 18 WCR 59 Approach Northbound Eastbound Westbound Lane Configuration "rs FP I Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Market Street WCR 18 WCR 59 Base Volume Input [veh/h] 45 17 5 72 34 23 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0100 1.0100 1.0100 1.0100 1.0100 1.0100 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 45 17 5 73 34 23 Peak Hour Factor 0.9100 0.9100 0.7100 0.7100 0.7100 0.7100 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 12 5 2 26 12 8 Total Analysis Volume [veh/h] 49 19 7 103 48 32 Pedestrian Volume [ped/h] 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 2: 2 2020 Back PM Colorado Sand Company TIS Weld County, CO Lanes Capacity per Entry Lane [veh/h] 814 947 801 Degree of Utilization, x 0.08 0.08 0.07 Movement, Approach, & Intersection Results 95th -Percentile Queue Length [veh] 0.25 0.27 0.23 95th -Percentile Queue Length [ft] 6.18 6.73 5.74 Approach Delay [s/veh] 7.79 7.14 7.84 Approach LOS A A A Intersection Delay [s/veh] 7.55 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 2: 2 2020 Back PM Colorado Sand Company TIS Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Intersection Level Of Service Report Intersection 2: School Bus Access Delay (sec / veh) Level Of Service: Volume to Capacity (v/c): 9.6 A 0.006 Name Market Street Market Street School Bus Access Approach Northbound Southbound Westbound Lane ConfigurationF 1 o Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [`)/0 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Market Street Market Street School Bus Access Base Volume Input [veh/h] 61 2 0 106 5 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0100 1.0000 1.0000 1.0100 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 62 2 0 107 5 0 Peak Hour Factor 0.8300 0.8300 0.7800 0.7800 0.4200 0.4200 Other Adjustment Factor 1.0000 1.0000 1.0000 1 0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 19 1 0 34 3 0 Total Analysis Volume [veh/h] 75 2 0 137 12 0 Pedestrian Volume [ped/h] 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Scenario 2: 2 2020 Back PM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.00 0.01 0.00 d_M. Delay for Movement [s/veh] 9 58 Movement LOS A A A A 95th -Percentile Queue Length [veh/In] 0 00 0.00 0.00 0 02 95th -Percentile Queue Length [ft/In] 0.00 0.00 0.00 0.48 d_A, Approach Delay [s/veh] 0 00 0 00 9.58 Approach LOS A A A d_I. Intersection Delay [s/veh] 0 27 Intersection LOS A 11/7/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 1 hour Scenario 2: 2 2020 Back PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 3: Pippin Lane Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.0 A 0.002 Name Market Street Market Street Pippin Lane Approach Northbound Southbound Eastbound Lane ConfigurationI F er Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12 00 12 00 12.00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30 00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Market Street Market Street Pippin Lane Base Volume Input [veh/h] 3 63 111 0 0 2 Base Volume Adjustment Factor 1.0000 1 0000 1 0000 1 0000 1.0000 1 0000 Heavy Vehicles Percentage [%] 15.00 15.00 15,00 15 00 15.00 15 00 Growth Factor 1 0000 1 0100 1.0100 1 0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 3 64 112 0 0 2 Peak Hour Factor 0.8300 0 8300 0 7800 0 7800 0.2500 0.2500 Other Adjustment Factor 1 0000 1 0000 1 0000 1 0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 1 19 36 i 0 0 2 Total Analysis Volume [veh/h] 4 77 144 0 0 8 Pedestrian Volume [ped/h] 0 0 0 11/7/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 2: 2 2020 Back PM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.00 0.00 0.00 d_M Delay for Movement [s/veh] 7 58 8.98 Movement LOS A A A A 95th -Percentile Queue Length [veh/In] 0.01 0 01 0.00 0.01 95th -Percentile Queue Length [ft/In] 0.16 0.16 0 00 0.17 d_A. Approach Delay [s/veh] 0 34 0.00 8.98 Approach LOS A A A d_I. Intersection Delay [s/veh] 0 22 Intersection LOS A co 11/7/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0 Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 2: 2 2020 Back PM Colorado Sand Company TIS Weld County. CO Intersection Level Of Service Report Intersection 4: 1-76 WB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 13.0 B 0.030 Name Market Street Market Street 1-76 WB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration1 Ii• is Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 No- of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30 00 30 00 30 00 Grade [%] 0.00 0.00 0 00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 WB Ramp Base Volume Input [veh/h] 133 64 82 27 14 0 1 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1 0000 1 0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 15 00 15 00 15 00 15 00 15.00 15.00 15.00 Growth Factor 1 0100 1.0100 1.0100 1 0100 1.0100 1 0100 1.0100 In -Process Volume [veh/h] 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 , 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 134 65 83 27 14 0 1 Peak Hour Factor 0.9300 0 9300 0 8000 0 8000 0.7500 0 7500 0 7500 Other Adjustment Factor 1.0000 1 .0000 1.0000 1.0000 1 0000 1 0000 1 0000 Total 15 -Minute Volume [veh/h] 36 17 26 8 5 0 0 Total Analysis Volume [veh/h] 144 70 104 34 19 0 1 Pedestrian Volume [ped/h] 0 0 0 0 0 11/7/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 2: 2 2020 Back PM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.10 0.03 0.00 0.00 d_M. Delay for Movement [s/veh] 7.84 13.02 8.98 Movement LOS A A A A B A 95th -Percentile Queue Length [veh/In] 0 32 0.32 0.00 0.00 0.10 0.10 95th -Percentile Queue Length [ft/In] 7 92 7 92 0 00 0 00 2 42 2 42 d_A, Approach Delay [s/veh] 5.28 0.00 12.75 Approach LOS A A B d_I. Intersection Delay [s/veh] 3.83 Intersection LOS B co 11/7/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 1 hour Scenario 2: 2 2020 Back PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 5: 1-76 EB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 12.4 B 0.002 Name Market Street Market Street 1-76 EB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration F 1 et* Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12 00 12.00 12.00 12.00 12.00 12 00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30 00 30.00 Grade [%] 0.00 0 00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 EB Ramp Base Volume Input [veh/h] 175 27 4 94 21 1 180 Base Volume Adjustment Factor 1.0000 1 0000 1.0000 1.0000 1.0000 1 0000 1 0000 Heavy Vehicles Percentage [0/0] 15.00 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1 0100 1.0100 1.0100 1 0100 1.0100 1.0100 1 0100 In -Process Volume [veh/h] 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 177 27 4 95 21 1 182 Peak Hour Factor 0.9000 0 9000 0.7700 0.7700 0 9200 0 9200 0 9200 Other Adjustment Factor 1 0000 1 0000 1.0000 . 1 0000 1.0000 1 0000 1.0000 Total 15 -Minute Volume [veh/h] 49 8 1 31 6 0 49 Total Analysis Volume [veh/h] 197 30 5 123 23 1 198 Pedestrian Volume [ped/h] 0 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 2: 2 2020 Back PM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free • Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.00 0 03 0.00 0.20 d_M. Delay for Movement [s/veh] 7.79 . 11.93 12 39 10 11 Movement LOS A A A A B B B 95th -Percentile Queue Length [veh/In] 0.00 0.00 0.01 0 01 0 90 0.90 A 0 90 95th -Percentile Queue Length [ft/In] 0.00 0.00 0.23 0 23 22.50 22.50 22 50 d_A. Approach Delay [s/veh] 0.00 0 31 10.31 Approach LOS A A B d_l, Intersection Delay [s/veh] 4 21 Intersection LOS B 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0' Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 2: 2 2020 Back PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 6: WM Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 7.9 A 0.002 Name WCR 59 WCR 59 Waste Management Entrance Approach Northbound Southbound Eastbound Lane Configurational 1 Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12 00 12 00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30 00 30 00 Grade [%] 0 00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Waste Management Entrance Base Volume Input [veh/h] 3 6 15 Base Volume Adjustment Factor 1 0000 1 0000 1 0000 Heavy Vehicles Percentage [°h] 75 00 75 00 75_00 Growth Factor 1.0000 1 0000 1 0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 3 6 15 Peak Hour Factor 0 8500 0 8500 0.8500 Other Adjustment Factor 1 0000 1 0000 1 0000 Total 15 -Minute Volume [veh/h] 1 2 4 Total Analysis Volume [veh/h] 4 7 18 Pedestrian Volume [ped/h] 0 0 0 41) 11/7/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 2: 2 2020 Back PM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Flared Lane Storage Area [veh] Two -Stage Gap Acceptance 4 Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 d_M, Delay for Movement [s/veh] 7 92 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0.01 0.01 0.00 95th -Percentile Queue Length [ft/In] 0.18 0 18 0.00 d_A, Approach Delay [s/veh] 2 64 0 00 Approach LOS A A d_l. Intersection Delay [s/veh] 0 99 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 1 hour Scenario 2: 2 2020 Back PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 7: WM Exit Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.1 A 0.012 Name WCR 59 WCR 59 Waste Management Exit Approach Northbound Southbound Eastbound Lane ConfigurationI I r Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12 00 12 00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30 00 30 00 30 00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Waste Management Exit Base Volume Input [veh/h] 9 15 11 Base Volume Adjustment Factor 1.0000 1 0000 1.0000 Heavy Vehicles Percentage [%] 75 00 75.00 75.00 Growth Factor 1 0000 1 0000 1 0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] , 0 . 0 0 Other Volume [veh/h] 0 I 0 0 Total Hourly Volume [veh/h] 9 15 11 Peak Hour Factor 0 8500 0.8500 0.8500 Other Adjustment Factor 1 0000 1 0000 1 0000 Total 15 -Minute Volume [veh/h] 3 4 3 Total Analysis Volume [veh/h] 11 18 13 Pedestrian Volume [ped/h] 0 0 0 11/7/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 2: 2 2020 Back PM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free Stop Flared Lane Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.01 d_M. Delay for Movement [s/veh] 9 11 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0 00 0.00 0.04 95th -Percentile Queue Length [ft/In] 0 00 0.00 0 94 d_A. Approach Delay [s/veh] 0 00 0 00 9.11 Approach LOS A A A d_I. Intersection Delay [s/veh] 2 86 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup All -way stop HCM 6th Edition 15 minutes Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County. CO Intersection Level Of Service Report Intersection 1: WCR 18 Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 8.3 A 0.180 Name Market Street WCR 18 WCR 59 Approach Northbound Eastbound Westbound Lane Configuration Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12 00 12.00 12 00 12 00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade[%] 4 000 000 000 Crosswalk Yes Yes Yes Volumes Name Market Street WCR 18 WCR 59 Base Volume Input [veh/h] 43 34 12 63 25 6 Base Volume Adjustment Factor 1 0000 1.0000 1 0000 1.0000 1 0000 1 0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15 00 15.00 Growth Factor 1 0100 1.0100 1 0100 1 0100 1 0100 1 0100 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 18 0 0 52 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 43 52 12 64 77 6 Peak Hour Factor 0 6500 0 6500 0.7800 0 7800 0.6500 0.6500 Other Adjustment Factor 1 0000 1 0000 1 0000 1.0000 1.0000 4 1.0000 Total 15 -Minute Volume [veh/h] 17 20 4 21 30 2 Total Analysis Volume [veh/h] 66 80 15 82 118 9 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Intersection Settings Lanes Capacity per Entry Lane [veh/h] 810 867 751 Degree of Utilization. x 0.18 0.11 0.17 Movement, Approach, & Intersection Results 95th -Percentile Queue Length [veh] 0 65 0 38 0 61 95th -Percentile Queue Length [ft] 16 36 9 41 15 16 Approach Delay [s/veh] 8.42 7.67 8_77 Approach LOS A A A Intersection Delay [s/veh] 8.34 Intersection LOS A 11/4/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period. Intersection Setup Two-way stop HCM 6th Edition 15 minutes Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 2: School Bus Access Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 10.6 B 0.012 Name Market Street Market Street School Bus Access Approach Northbound Southbound Westbound Lane Configuration F 1 sir Turning Movement . Thru Right Left Thru Left Right Lane Width [ft] 12 00 12 00 12 00 12.00 12.00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30 00 30.00 30 00 Grade [°/0] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Market Street Market Street School Bus Access Base Volume Input [veh/h] 82 5 0 86 5 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1 0000 1 0000 1.0000 Heavy Vehicles Percentage [%] 15 00 15.00 15 00 15 00 15.00 15.00 Growth Factor 1 0100 1 0000 1.0000 1.0100 1.0000 1 0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 18 0 0 52 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 101 5 0 139 5 0 Peak Hour Factor 0.6700 0 6700 0 8600 0 8600 0.6300 0 6300 Other Adjustment Factor 1.0000 1 0000 1 0000 1 0000 1 0000 1.0000 Total 15 -Minute Volume [veh/h] 38 2 0 40 2 0 Total Analysis Volume [veh/h] 151 7 0 162 8 0 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0 00 0.01 0_00 d_M. Delay for Movement [s/veh] 10.60 Movement LOS A A A B 95th -Percentile Queue Length [veh/In] 0.00 0.00 0 00 0.04 95th -Percentile Queue Length [ft/In] 0.00 0.00 0 00 0.93 d_A, Approach Delay [s/veh] 0.00 0 00 10.60 Approach LOS A A B d_l. Intersection Delay [s/veh] 0.26 Intersection LOS B 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 15 minutes Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 3: Pippin Lane Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.3 A 0.009 Name Market Street Market Street Pippin Lane Approach Northbound Southbound Eastbound Lane ConfigurationI Is Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12 00 12 00 12 00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30 00 30 00 30_00 Grade [%] 0 00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Market Street Market Street Pippin Lane Base Volume Input [veh/h] 1 87 91 0 0 3 Base Volume Adjustment Factor 1 0000 1 0000 1 0000 1 0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 15.00 15 00 15 00 15.00 15.00 15.00 Growth Factor 1.0000 1 0100 1 0100 1 0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 18 52 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 1 106 144 0 0 3 Peak Hour Factor 0 6700 0 6700 0 8600 0 8600 0.3800 0.3800 Other Adjustment Factor 1 0000 1 0000 1 0000 1 0000 1.0000 1 0000 Total 15 -Minute Volume [veh/h] 0 40 42 0 0 2 Total Analysis Volume [veh/h] 1 158 167 0 0 8 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 0.00 0 01 d_M. Delay for Movement [s/veh] 7.70 9.30 Movement LOS A A A A 95th -Percentile Queue Length [veh/In] 0.00 0 00 0.00 0 03 95th -Percentile Queue Length [ft/In] 0.06 0 06 0 00 0 72 d_A. Approach Delay [s/veh] 0 05 0 00 9 30 Approach LOS A A A d_I. Intersection Delay [s/veh] 0 25 Intersection LOS A 11/4/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 15 minutes Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 4: 1-76 WB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (v/c). 18.0 C 0.010 Name Market Street Market Street 1-76 WB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration1 I -P + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12_00 12.00 12.00 12 00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30 00 Grade [%] 0 00 0 00 0 00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 WB Ramp Base Volume Input [veh/h] 142 82 58 36 17 2 5 Base Volume Adjustment Factor 1 0000 1 0000 1 0000 1 0000 1 0000 1 0000 1 0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1 0100 1 0100 1.0100 1 0100 1.0100 1 0100 1 0100 In -Process Volume [veh/h] 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 9 26 26 0 0 9 Diverted Trips [veh/h] 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 143 92 85 62 17 2 14 Peak Hour Factor 0.7600 0.7600 0 7800 0.7800 0.7500 0 7500 0 7500 Other Adjustment Factor 1 0000 1 0000 1 0000 1 0000 1 0000 1 0000 1 0000 Total 15 -Minute Volume [veh/h] 47 30 27 20 6 1 5 Total Analysis Volume [veh/h] 188 121 109 79 23 3 19 Pedestrian Volume [ped/h] 0 0 0 0 11/4/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County. CO Intersection Settings Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0 14 a 0.07 0.01 0.02 d_M. Delay for Movement [s/veh] 8.20 17.56 17.97 10.00 Movement LOS A A A A C C B 95th -Percentile Queue Length [veh/In] 0 50 0 50 0 00 0.00 0 35 0 35 0.35 95th -Percentile Queue Length [ft/In] 12 50 12.50 0 00 0 00 8 75 8.75 8.75 d_A, Approach Delay [s/veh] 4 99 0 00 14.40 Approach LOS A A B d_l. Intersection Delay [s/veh] 4 04 Intersection LOS C 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 15 minutes Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 5: 1-76 EB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 13.7 B 0.118 Name Market Street Market Street 1-76 EB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration f• 1 1-• Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12 00 12.00 12.00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 EB Ramp Base Volume Input [veh/h] 230 16 1 44 37 0 98 Base Volume Adjustment Factor 1 0000 1.0000 1 0000 1 0000 1 0000 1 0000 1 0000 Heavy Vehicles Percentage [%] 15.00 15 00 15 00 15 00 15.00 15.00 15.00 Growth Factor 1 0100 1.0100 1 0100 1 0100 1.0100 1.0100 1 0100 In -Process Volume [veh/h] 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 26 0 9 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 232 16 27 44 46 0 99 Peak Hour Factor 0.9000 0 9000 0.6600 0.6600 0 7700 0.7700 0 7700 Other Adjustment Factor 1 0000 1 0000 1.0000 1.0000 1 0000 1 0000 1.0000 Total 15 -Minute Volume [veh/h] 64 4 10 17 15 0 32 Total Analysis Volume [veh/h] 258 18 41 67 60 0 129 Pedestrian Volume [ped/h] 0 0 0 0 co 11/4/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0 03 0_12 0 00 0.13 d_M, Delay for Movement [s/veh] 8.06 13 73 10.36 Movement LOS A A A A B B 95th -Percentile Queue Length [veh/In] 0.00 0 00 0.10 0 10 1 00 1.00 95th -Percentile Queue Length [ft/In] 0.00 0 00 2.62 2.62 25.00 25.00 d_A. Approach Delay [s/veh] 0.00 3 06 11 43 Approach LOS A A B d_I. Intersection Delay [s/veh] 4 35 Intersection LOS B 11/4/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 15 minutes Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 6: WM Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 8.2 A 0.023 Name WCR 59 WCR 59 Waste Management Entrance Approach Northbound Southbound Eastbound Lane Configuration Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12 00 12.00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30 00 Grade [0/s] 0.00 0 00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Waste Management Entrance Base Volume Input [veh/h] 23 20 9 Base Volume Adjustment Factor 1 0000 1 0000 1 0000 Heavy Vehicles Percentage [%] 75.00 75.00 75 00 Growth Factor 1 0000 1 0000 1 0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Taps [veh/h] 0 0 52 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 23 20 61 Peak Hour Factor 0 8500 0.8500 0 8500 Other Adjustment Factor 1.0000 1.0000 1 0000 Total 15 -Minute Volume [veh/h] 7 6 18 Total Analysis Volume [veh/h] 27 24 . 72 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Flared Lane Storage Area [veh] Two -Stage Gap Acceptance Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.02 d_M, Delay for Movement [s/veh] 8 15 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0.07 0 07 0 00 95th -Percentile Queue Length [ft/In] 1.77 1.77 0 00 d_A, Approach Delay [s/veh] 4 32 0.00 Approach LOS A A d_l, Intersection Delay [s/veh] 1.79 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO • _ Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 15 minutes Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 7: WM Exit Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.4 A 0.006 Name WCR 59 WCR 59 Waste Management Exit Approach Northbound Southbound Eastbound Lane Configuration r Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12 00 12.00 12 00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30 00 30 00 30 00 Grade [%] 0 00 0.00 0_00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Waste Management Exit Base Volume Input [veh/h] 43 9 4 Base Volume Adjustment Factor 1 0000 1 0000 1 0003 Heavy Vehicles Percentage [%] 75.00 75_00 75 00 Growth Factor 1 0000 1 0000 1.0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 52 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 43 61 4 Peak Hour Factor 0 8500 0.8500 0.8500 Other Adjustment Factor 1 0000 1.0000 1 0000 Total 15 -Minute Volume [veh/h] 13 18 1 Total Analysis Volume [veh/h] 51 72 5 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County. CO Intersection Settings Priority Scheme Free Free Stop Flared Lane Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0 01 d_M. Delay for Movement [s/veh] 9.42 Movement LOS A a A A 95th -Percentile Queue Length [veh/In] 0 00 0 00 0.02 95th -Percentile Queue Length [ft/In] 0.00 0 00 0 46 d_A, Approach Delay [s/veh] 0 00 0 00 9 42 Approach LOS A A A d_l, Intersection Delay [s/veh] 0_37 Intersection LOS A co 11/4/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 15 minutes Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County. CO Intersection Level Of Service Report Intersection 8: Mine Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 0.0 A 0.001 Name WCR 59 WCR 59 Mine Entrance Approach Northbound Southbound Westbound Lane Configuration F I Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12 00 12 00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30 00 30 00 Grade [%] 0 00 0 00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Mine Entrance Base Volume Input [veh/h] 43 0 13 Base Volume Adjustment Factor 1 0000 1 0000 1 0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 Growth Factor 1.0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 18 52 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 43 18 65 Peak Hour Factor 0.8500 0.8500 0.8500 Other Adjustment Factor 1 0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 13 5 19 Total Analysis Volume [veh/h] 51 21 76 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Flared Lane Storage Area [veh] Two -Stage Gap Acceptance Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio d_M. Delay for Movement [s/veh] Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0.00 0 00 0 00 95th -Percentile Queue Length [ft/In] 0.00 0.00 0 00 d_A, Approach Delay [s/veh] 0.00 0 00 Approach LOS A A d_l, Intersection Delay [s/veh] 0.00 Intersection LOS A 11/4/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 15 minutes Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 9: Mine Exit Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.7 A 0.074 Name WCR 59 WCR 59 Mine Exit Approach Northbound Southbound Westbound Lane ConfigurationI I I Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12_00 12.00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30 00 30.00 Grade [%] 0 00 0 00 0 00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Mine Exit Base Volume Input [veh/h] 20 9 0 Base Volume Adjustment Factor 1 0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 Growth Factor 1 0000 1.0000 1 0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 52 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 20 9 52 Peak Hour Factor 0.8500 0 8500 0.8500 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 6 3 15 Total Analysis Volume [veh/h] 24 11 61 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 2020 PTV SP 0-0) VISTRO Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Stop Flared Lane Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0_07 d_M. Delay for Movement [s/veh] 9 74 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0_00 0 00 0.24 95th -Percentile Queue Length [ft/In] 0.00 0 00 6.01 d_A, Approach Delay [s/veh] 0 00 0 00 9.74 Approach LOS A A A d_l. Intersection Delay [s/veh] 6.19 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 2020 PTV SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO All -way stop HCM 6th Edition 1 hour Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County. CO Intersection Level Of Service Report Intersection 1: WCR 18 Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 7.8 A 0.134 Name Market Street WCR 18 WCR 59 Approach Northbound Eastbound Westbound Lane Configurationsr f• "1 Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12 00 12 00 12 00 12.00 12.00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30 00 30 00 30.00 Grade [%] 0 00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Market Street WCR 18 WCR 59 Base Volume Input [veh/h] 45 17 5 72 34 23 Base Volume Adjustment Factor 1.0000 1 .0000 1 0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 15.00 15 00 15 00 15 00 15 00 15.00 Growth Factor 1 0100 1 0100 1 0100 1 0100 1.0100 1.0100 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 52 0 0 26 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 45 69 5 73 60 23 Peak Hour Factor 0 9100 0.9100 0 7100 0 7100 0 7100 0.7100 Other Adjustment Factor 1 0000 1 0000 1.0000 1 0000 1 0000 1 0000 Total 15 -Minute Volume [veh/h] 12 19 2 26 21 8 Total Analysis Volume [veh/h] 49 76 7 103 85 32 Pedestrian Volume [ped/h] 0 0 0 co 11/7/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Intersection Settings Lanes Capacity per Entry Lane [veh/h] 852 913 777 Degree of Utilization, x 0.13 0_09 0,11 Movement, Approach, & Intersection Results 95th -Percentile Queue Length [veh] 0 46 0.28 0 36 95th -Percentile Queue Length [ft] 11 58 7 00 8 96 Approach Delay [s/veh] 7.88 7.31 8.19 Approach LOS A A A Intersection Delay [s/veh] 7 81 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 1 hour Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 2: School Bus Access Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 10.1 B 0.007 Name Market Street Market Street School Bus Access Approach Northbound Southbound Westbound Lane Configuration F I 4-rk Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12 00 12 00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30 00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Market Street Market Street School Bus Access Base Volume Input [veh/h] 61 2 0 106 5 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1 0000 1 0000 Heavy Vehicles Percentage [%] 15 00 15 00 15.00 15 00 15 00 15.00 Growth Factor 1.0100 1 0000 1.0000 1.0100 1.0000 1 0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 52 0 0 26 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] i 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 114 2 0 133 5 0 Peak Hour Factor 0.8300 0 8300 0 7800 0 7800 0.4200 0.4200 Other Adjustment Factor 1.0000 1 0000 1 0000 1 0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 34 1 0 43 3 0 Total Analysis Volume [veh/h] 137 2 0 171 12 0 Pedestrian Volume [ped/h] 0 0 0 11/7/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 0.01 0 00 d_M. Delay for Movement [s/veh] 10.08 Movement LOS A A A B 95th -Percentile Queue Length [veh/In] 0.00 0 00 0 00 0_02 95th -Percentile Queue Length [ft/In] 0.00 0 00 0 00 0.53 d_A. Approach Delay [s/veh] 0 00 0 00 10.08 Approach LOS A A B d_l, Intersection Delay [s/veh] 0.20 Intersection LOS B 11/7/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO • _ Version 2020 (SP 0-0) Control Type: Analysis Method. Analysis Period Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 3 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 3: Pippin Lane Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.1 A 0.002 Name Market Street Market Street Pippin Lane Approach Northbound Southbound Eastbound Lane Configuration1 FP Ir Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12 00 12.00 12 00 12.00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0 00 0 00 0 00 Crosswalk Yes Yes Yes Volumes Name Market Street Market Street Pippin Lane Base Volume Input [veh/h] 3 63 1 1 1 0 0 2 Base Volume Adjustment Factor 1.0000 1 0000 1 0000 1 0000 1 0000 1 0000 Heavy Vehicles Percentage [%] 15.00 15 00 15.00 15 00 15_00 15.00 Growth Factor 1 0000 1 0100 1.0100 1.0000 1.0000 1 0000 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 52 26 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veh/h] 3 116 138 0 0 2 Peak Hour Factor 0 8300 0.8300 0.7800 0 7800 0.2500 0.2500 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 1 35 44 0 0 2 Total Analysis Volume [veh/h] 4 140 177 0 0 8 Pedestrian Volume [ped/h] 0 0 0 11/7/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.00 0.00 0 00 d_M Delay for Movement [s/veh] 7.63 9.1 1 Movement LOS A A A A 95th -Percentile Queue Length [veh/In] 0 01 0 01 0.00 0.01 95th -Percentile Queue Length [ft/In] 0 16 0 16 0 00 0.17 d_A, Approach Delay [s/veh] 0 19 0 00 9 11 Approach LOS A A A d_l, Intersection Delay [s/veh] 0.16 Intersection LOS A 11/7/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method Analysis Period Intersection Setup VISTRO Two-way stop HCM 6th Edition 1 hour Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 4: 1-76 WB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 13.7 B 0.033 Name Market Street Market Street 1-76 WB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12 00 12 00 12.00 12.00 12.00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30 00 30 00 30 00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 WB Ramp Base Volume Input [veh/h] 133 64 82 27 14 0 1 Base Volume Adjustment Factor 1.0000 1 0000 1.0000 1.0000 1.0000 1 0000 1 0000 Heavy Vehicles Percentage [%] 15 00 15 00 15.00 15.00 15.00 15 00 15.00 Growth Factor 1 0100 1 0100 1.0100 1.0100 1 0100 1 0100 1.0100 In -Process Volume [veh/h] 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 26 13 13 0 0 26 Diverted Trips [veh/h] 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 134 91 96 40 14 0 27 Peak Hour Factor 0.9300 0.9300 0 8000 0.8000 0 7500 0 7500 0 7500 Other Adjustment Factor 1.0000 1 0000 1.0000 1.0000 1 0000 1.0000 1 0000 Total 15 -Minute Volume [veh/h] 36 24 30 13 5 0 9 Total Analysis Volume [veh/h] 144 98 120 50 19 0 36 Pedestrian Volume [ped/h] 0 0 0 0 11/7/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County. CO Intersection Settings Priority Scheme Free Free Stop • Flared Lane No Storage Area [veh] . Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0 10 0.03 0 00 0.03 d_M. Delay for Movement [s/veh] 7 91 13.73 9.22 Movement LOS A A A A B A 95th -Percentile Queue Length [veh/In] 0 32 0.32 0 00 0.00 . 0 20 0.20 95th -Percentile Queue Length [ft/In] 8.11 8.1 1 0 00 0.00 4 92 4.92 d_A, Approach Delay [s/veh] 4.71 0 00 10.76 Approach LOS A A B d_I. Intersection Delay [s/veh] 3 73 Intersection LOS B 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV 1 _ VISTRO Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County. CO Intersection Level Of Service Report Intersection 5: 1-76 EB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 13.1 B 0.002 Name Market Street Market Street 1-76 EB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration imk I + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12 00 12.00 12 00 12.00 12 00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0 00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 EB Ramp Base Volume Input [veh/h] 175 27 4 94 21 1 180 Base Volume Adjustment Factor 1 0000 1 0000 1 0000 1 0000 1 0000 1 0000 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15_00 15 00 15 00 15.00 15.00 Growth Factor 1.0100 1 0100 1 0100 1 0100 1 0100 1.0100 1 0100 In -Process Volume [veh/h] 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 13 0 26 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 Other Volume [veh/h] 0 . 0 0 0 0 0 0 Total Hourly Volume [veh/h] 177 27 17 95 47 1 182 Peak Hour Factor 0 9000 0 9000 0 7700 0 7700 0 9200 0.9200 0.9200 Other Adjustment Factor 1 0000 1 0000 1 0000 1.0000 1.0000 1_0000 1.0000 Total 15 -Minute Volume [veh/h] 49 8 6 31 13 0 49 Total Analysis Volume [veh/h] 197 30 22 123 51 1 198 Pedestrian Volume [ped/h] 0 0 0 0 11/7/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.01 0.08 0.00 0.20 d_M. Delay for Movement [s/veh] 7.82 12.65 13 10 10 53 Movement LOS A A A A B B B 95th -Percentile Queue Length [veh/In] 0.00 0.00 0.04 0 04 1.14 1 14 1.14 95th -Percentile Queue Length [ft/In] 0.00 0.00 1.00 1 00 28.54 28.54 28.54 d_A. Approach Delay [s/veh] 0.00 1 19 10.98 Approach LOS A A B d_I, Intersection Delay [s/veh] 4.87 Intersection LOS B 11/7/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 6: WM Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 8.0 A 0.002 Name WCR 59 WCR 59 Waste Management Entrance Approach Northbound Southbound Eastbound Lane Configuration1 I Turning Movement Left Thru Thru Right Left Right Lane Wdth [ft] 12 00 12.00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30 00 30.00 Grade [%] 0 00 0 00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Waste Management Entrance Base Volume Input [veh/h] 3 6 15 Base Volume Adjustment Factor 1 0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75_00 75.00 75 00 Growth Factor 1 0000 1 0000 1 0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 26 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 3 6 41 Peak Hour Factor 0 8500 0 8500 0.8500 Other Adjustment Factor 1 0000 1 0000 1.0000 Total 15 -Minute Volume [veh/h] 1 2 12 Total Analysis Volume [veh/h] 4 7 48 Pedestrian Volume [ped/h] 0 0 0 11/7/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Flared Lane Storage Area [veh] Two -Stage Gap Acceptance Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 d_M. Delay for Movement [s/veh] 8.00 Movement LOS A A A . 95th -Percentile Queue Length [veh/In] 0.01 0.01 0 00 95th -Percentile Queue Length [ft/In] 0 19 0.19 0 00 d_A, Approach Delay [s/veh] 2 67 0 00 Approach LOS A A d_I. Intersection Delay [s/veh] 0 48 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 7: WM Exit Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.3 A 0.013 Name WCR 59 WCR 59 Waste Management Exit Approach Northbound Southbound Eastbound Lane ConfigurationI I i r Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12 00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30 00 30.00 Grade [%] 0 00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Waste Management Exit Base Volume Input [veh/h] 9 15 11 Base Volume Adjustment Factor 1 0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75 00 75.00 Growth Factor 1 0000 1 0000 1.0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 26 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 9 41 11 Peak Hour Factor 0.8500 0 8500 0.8500 Other Adjustment Factor 1 0000 1.0000 1 .0000 Total 15 -Minute Volume [veh/h] 3 12 3 Total Analysis Volume [veh/h] 11 48 13 Pedestrian Volume [ped/h] 0 0 0 11/7/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free . Free Stop Flared Lane . Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.01 d_M. Delay for Movement [s/veh] 9.26 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0.00 0 00 0 04 95th -Percentile Queue Length [ft/In] 0.00 0.00 0.98 d_A. Approach Delay [s/veh] 0 00 0 00 9 26 Approach LOS A A A d_I. Intersection Delay [s/veh] 1.67 Intersection LOS A co 11/7/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 1 hour Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 8: Mine Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 0.0 A 0.001 Name WCR 59 WCR 59 Mine Entrance Approach Northbound Southbound Westbound Lane Configuration f* I Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12 00 12.00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30 00 30 00 Grade V3/0] 0 00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Mine Entrance Base Volume Input [veh/h] 43 0 13 Base Volume Adjustment Factor 1 0000 1.0000 1.0000 , Heavy Vehicles Percentage [%] 75.00 75.00 75.00 Growth Factor 1 0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 52 26 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 43 52 39 Peak Hour Factor 0 8500 0 8500 0.8500 Other Adjustment Factor 1 0000 1 0000 1.0000 Total 15 -Minute Volume [veh/h] 13 15 11 Total Analysis Volume [veh/h] 51 61 46 Pedestrian Volume [ped/h] 0 0 0 11/7/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Flared Lane Storage Area [veh] Two -Stage Gap Acceptance Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio d_M. Delay for Movement [s/veh] Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0 00 0.00 0.00 95th -Percentile Queue Length [ft/In] 0.00 0.00 0.00 d_A. Approach Delay [s/veh] 0 00 0 00 Approach LOS . A A d_l, Intersection Delay [s/veh] 0.00 Intersection LOS A 11/7/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 1 hour Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 9: Mine Exit Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.5 A 0.031 Name WCR 59 WCR 59 Mine Exit Approach Northbound Southbound Westbound Lane ConfigurationI I I Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12 00 12 00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30 00 30 00 30 00 Grade [%J 0 00 0 00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Mine Exit Base Volume Input [veh/h] 20 9 0 Base Volume Adjustment Factor 1 0000 1 0000 1.0000 Heavy Vehicles Percentage [%] 75 00 75.00 75 00 Growth Factor 1 0000 1 0000 1.0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 26 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 20 9 26 Peak Hour Factor 0 8500 0 8500 0 8500 Other Adjustment Factor 1.0000 1.0000 1 0000 Total 15 -Minute Volume [veh/h] 6 3 8 Total Analysis Volume [veh/h] 24 11 31 Pedestrian Volume [ped/h] 0 0 0 11/7/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County. CO Intersection Settings Priority Scheme Free Free Stop Flared Lane Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0 03 d_M. Delay for Movement [s/veh] 9.49 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0.00 0.00 0_10 95th -Percentile Queue Length [ft/In] 0 00 0 00 2.43 d_A. Approach Delay [s/veh] 0 00 0 00 9.49 Approach LOS A A A d_l. Intersection Delay [s/veh] 4 49 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup All -way stop HCM 6th Edition 1 hour Scenario 4: 4 2040 Back AM Colorado Sand Company TIS Weld County. CO Intersection Level Of Service Report Intersection 1: WCR 18 Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 7.7 A 0.128 Name Market Street WCR 18 WCR 59 Approach Northbound Eastbound Westbound Lane Configuration i■► I F 1 Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12 00 12 00 12 00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Market Street WCR 18 WCR 59 Base Volume Input [veh/h] 43 34 12 63 25 6 Base Volume Adjustment Factor 1 0000 1 0000 1 0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 15 00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1 2300 1 2300 1 2300 1 2300 1.2300 1 2300 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 7 5 0 9 7 1 0 Total Hourly Volume [veh/h] 60 47 15 86 38 7 Peak Hour Factor 0.6500 0 6500 0.7800 0 7800 0 6500 0.6500 Other Adjustment Factor 1 0000 1.0000 1 0000 1.0000 1 0000 1.0000 Total 15 -Minute Volume [veh/h] 23 18 5 28 15 3 Total Analysis Volume [veh/h] 92 72 19 110 58 11 Pedestrian Volume [ped/h] 0 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 4: 4 2040 Back AM Colorado Sand Company TIS Weld County. CO Intersection Settings Lanes Capacity per Entry Lane [veh/h] 834 913 771 Degree of Utilization, x 0.13 0_11 0 06 Movement, Approach, & Intersection Results 95th -Percentile Queue Length [veh] 0 44 0.37 0 19 95th -Percentile Queue Length [ft] 11 03 9.32 4_65 Approach Delay [s/veh] 7 95 7.43 7 96 Approach LOS A A A Intersection Delay [s/veh] 7 75 Intersection LOS A co 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 4: 4 2040 Back AM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 4: 1-76 WB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 21.8 C 0.008 Name Market Street Market Street 1-76 WB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configurational is "F Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12 00 12.00 12 00 12 00 12.00 12.00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30 00 30 00 30 00 Grade [%] 0.00 0 00 0 00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 WB Ramp Base Volume Input [veh/h] 142 82 58 36 17 2 5 Base Volume Adjustment Factor 1 0000 1.0000 1 0000 1 0000 1.0000 1 0000 1.0000 Heavy Vehicles Percentage [%] 15 00 15.00 15.00 15.00 15.00 15 00 15.00 Growth Factor 1.2300 1.2300 1.2300 1.2300 1.2300 1 2300 1.2300 In -Process Volume [veh/h] 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 Other Volume [veh/h] 0 135 105 47 0 0 39 Total Hourly Volume [veh/h] 175 236 176 91 21 2 45 Peak Hour Factor 0.7600 . 0 7600 0.7800 0.7800 0.7500 0.7500 0 7500 Other Adjustment Factor 1 0000 1.0000 1 0000 1 0000 1 0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 58 78 56 29 7 1 15 Total Analysis Volume [veh/h] 230 311 226 . 117 28 3 60 Pedestrian Volume [ped/h] 0 0 0 0 11/4/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 4: 4 2040 Back AM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.14 0.09 0.01 0.06 d_M. Delay for Movement [s/veh] 8 43 21.63 21 75 1 1 17 Movement LOS A A A A C C B 95th -Percentile Queue Length [veh/In] 0 50 0.50 0 00 0.00 0.55 0 55 0.55 95th -Percentile Queue Length [ft/In] 12.49 12.49 0 00 0.00 13.72 13.72 13.72 d_A. Approach Delay [s/veh] 3 59 0 00 14.71 Approach LOS A A B d_l, Intersection Delay [s/veh] 3.32 Intersection LOS C 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 1 hour Scenario 4: 4 2040 Back AM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 5: 1-76 EB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 17.9 C 0.243 Name Market Street Market Street 1-76 EB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration F al + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12 00 12.00 12 00 12.00 12.00 12 00 No of Lanes in Entry Pocket 0 0 0 i 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30 00 30 00 Grade [%] 0 00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 EB Ramp Base Volume Input [veh/h] 230 16 1 44 37 0 98 Base Volume Adjustment Factor 1.0000 1.0000 1 0000 1.0000 1.0000 1 0000 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15 00 15.00 15.00 Growth Factor 1 2300 1 2300 1.2300 1 2300 1.2300 1.2300 1 2300 In -Process Volume [veh/h] 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 Other Volume [veh/h] 85 0 37 68 50 _ 0 0 Total Hourly Volume [veh/h] 368 20 38 122 96 0 121 Peak Hour Factor 0.9000 0 9000 0.6600 0 6600 0.7700 0 7700 0.7700 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1 0000 1 0000 Total 15 -Minute Volume [veh/h] 102 6 14 46 31 0 39 Total Analysis Volume [veh/h] 409 22 58 185 125 0 157 Pedestrian Volume [ped/h] 0 0 0 0 11/4/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 4: 4 2040 Back AM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.03 0.24 _ 0.00 0 14 , d_M. Delay for Movement [s/veh] 8 38 17.94 12.84 Movement LOS A A A A C B . 95th -Percentile Queue Length [veh/In] 0 00 0 00 0.11 0.1 1 1.81 1.81 95th -Percentile Queue Length [ft/In] 0.00 0.00 2.68 2.68 45_24 1r '' ` 45.24 d_A. Approach Delay [s/veh] 0 00 1 99 15.10 Approach LOS A A C d_I. Intersection Delay [s/veh] 4.70 Intersection LOS C 11/4/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0 Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 1 hour Scenario 4: 4 2040 Back AM Colorado Sand Company TIS Weld County. CO Intersection Level Of Service Report Intersection 6: WM Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 8.0 A 0.019 Name WCR 59 WCR 59 Waste Management Entrance Approach Northbound Southbound Eastbound Lane ConfigurationI I Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12 00 12.00 12 00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30 00 30 00 Grade [%] 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Waste Management Entrance Base Volume Input [veh/h] 23 20 9 Base Volume Adjustment Factor 1 0000 1.0000 1 0000 Heavy Vehicles Percentage [%] 75.00 75 00 75.00 Growth Factor 1 0000 1 0000 1 0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 23 20 9 Peak Hour Factor 0.8500 0.8500 0 8500 Other Adjustment Factor 1.0000 1.0000 1 0000 Total 15 -Minute Volume [veh/h] 7 6 3 Total Analysis Volume [veh/h] 27 24 11 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 4: 4 2040 Back AM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free Flared Lane Storage Area [veh] Two -Stage Gap Acceptance Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0 02 d_M. Delay for Movement [s/veh] 7 95 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0 06 0 06 0 00 95th -Percentile Queue Length [ft/In] 1 42 1.42 0 00 d_A. Approach Delay [s/veh] 4 25 0.00 Approach LOS A A d_l. Intersection Delay [s/veh] 3 52 Intersection LOS I A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0 Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 4: 4 2040 Back AM Colorado Sand Company TIS Weld County. CO Intersection Level Of Service Report Intersection 7: WM Exit Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.0 A 0.004 Name WCR 59 WCR 59 Waste Management Exit Approach Northbound Southbound Eastbound Lane Configuration r Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12 00 12.00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30 00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Waste Management Exit Base Volume Input [veh/h] 43 9 4 Base Volume Adjustment Factor 1 0000 1 0000 1.0000 Heavy Vehicles Percentage [%] 75 00 75.00 75 00 Growth Factor 1 0000 1 0000 I 1.0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 43 9 4 Peak Hour Factor 0.8500 0 8500 0 8500 Other Adjustment Factor 1.0000 1 0000 1.0000 Total 15 -Minute Volume [veh/h] 13 3 1 Total Analysis Volume [veh/h] 51 11 5 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0 VISTRO Scenario 4: 4 2040 Back AM Colorado Sand Company TIS Weld County. CO Intersection Settings Priority Scheme Free Free Stop Flared Lane Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0 00 d_M. Delay for Movement [s/veh] 9 04 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0 00 0 00 0 01 95th -Percentile Queue Length [ft/In] 0 00 0 00 0.34 d_A. Approach Delay [s/veh] 0 00 0 00 9.04 Approach LOS A A A d_l. Intersection Delay [s/veh] 0.65 Intersection LOS A 11/4/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 1 hour Scenario 4: 4 2040 Back AM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 8: Mine Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 0.0 A 0.000 Name WCR 59 WCR 59 Mine Entrance Approach Northbound Southbound Westbound Lane Configuration 1E' I Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12 00 12.00 12 00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 Grade [%] 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Mine Entrance Base Volume Input [veh/h] 43 0 13 Base Volume Adjustment Factor 1.0000 1 0000 1.0000 Heavy Vehicles Percentage {%] 75 00 75 00 75 00 Growth Factor 1 0000 1.0000 1 0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 43 I 0 13 Peak Hour Factor 0 8500 0 8500 0 8500 , Other Adjustment Factor 1 0000 1.0000 1 0000 Total 15 -Minute Volume [veh/h] 13 0 4 Total Analysis Volume [veh/h] 51 0 15 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 4: 4 2040 Back AM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Flared Lane Storage Area [veh] Two -Stage Gap Acceptance Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio d_M. Delay for Movement [s/veh] Movement LOS A A 95th -Percentile Queue Length [veh/In] 0.00 0.00 95th -Percentile Queue Length [ft/In] 0.00 0 00 d_A, Approach Delay [s/veh] 0.00 0 00 Approach LOS A A d_l. Intersection Delay [s/veh] 0.00 Intersection LOS A 11/4/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 1 hour Scenario 4: 4 2040 Back AM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 9: Mine Exit Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 0.0 A 0.000 Name WCR 59 WCR 59 Mine Exit Approach Northbound Southbound Westbound Lane Configuration1 1 1 Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12 00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30 00 30 00 30.00 Grade [°10] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Mine Exit Base Volume Input [veh/h] 20 9 0 Base Volume Adjustment Factor 1.0000 1 0000 1.0000 Heavy Vehicles Percentage [%] 75 00 75.00 75.00 Growth Factor 1 0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 20 9 0 Peak Hour Factor 0 8500 0 8500 0.8500 Other Adjustment Factor 1 0000 1 0000 1.0000 Total 15 -Minute Volume [veh/h] 6 3 0 Total Analysis Volume [veh/h] 24 11 0 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 4: 4 2040 Back AM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free Stop Flared Lane Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 d_M. Delay for Movement [s/veh] Movement LOS A A 95th -Percentile Queue Length [veh/In] 0.00 0.00 95th -Percentile Queue Length [ft/in] 0.00 0.00 d_A. Approach Delay [s/veh] 0 00 0.00 Approach LOS A A d_l. Intersection Delay [s/veh] 0.00 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO All -way stop HCM 6th Edition 1 hour Scenario 5: 5 2040 Back PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 1: WCR 18 Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 7.9 A 0.126 Name Market Street WCR 18 WCR 59 Approach Northbound Eastbound Westbound Lane Configuration4r F 1 Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12 00 12 00 12.00 Na of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Market Street WCR 18 WCR 59 Base Volume Input [veh/h] 45 17 5 72 34 23 Base Volume Adjustment Factor 1.0000 1 0000 1 0000 1 0000 1 0000 1.0000 Heavy Vehicles Percentage [%] 15.00 15 00 15_00 15.00 15.00 15.00 Growth Factor 1 2300 1 2300 1 2300 1 2300 1 2300 1 2300 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 10 7 10 10 8 0 Total Hourly Volume [veh/h] 65 28 16 99 50 28 Peak Hour Factor 0.9100 0 9100 0 7100 0 7100 0.7100 0.7100 Other Adjustment Factor 1 0000 1 0000 1 0000 1 0000 1 0000 1 0000 Total 15 -Minute Volume [veh/h] 18 8 6 35 18 10 Total Analysis Volume [veh/h] 71 31 23 139 70 39 Pedestrian Volume [ped/h] 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 5: 5 2040 Back PM Colorado Sand Company TIS Weld County, CO Intersection Settings Lanes Capacity per Entry Lane [veh/h] 794 912 780 Degree of Utilization, x 0.12 0.13 0.10 Movement, Approach, & Intersection Results 95th -Percentile Queue Length [veh] 0.40 0.43 0 33 95th -Percentile Queue Length [ft] 9.94 10.82 8.33 Approach Delay [s/veh] 8.13 7.52 8.13 Approach LOS A A A Intersection Delay [s/veh] 7.89 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 1 hour Scenario 5: 5 2040 Back PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 4: 1-76 WB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 21.8 C 0.074 Name Market Street Market Street 1-76 WB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration1 1-' + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12 00 12.00 12 00 12.00 12.00 12.00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30 00 30.00 Grade [%] 0.00 0 00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 WB Ramp Base Volume Input [veh/h] 133 64 82 27 14 0 1 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1 0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 15 00 15.00 15 00 15.00 15.00 15.00 15.00 Growth Factor 1 2300 1.2300 1 2300 1.2300 1.2300 1 2300 1 2300 In -Process Volume [veh/h] 0 0 0 0 0 0 0 Site -Generated Tnps [veh/h] 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 Other Volume [veh/h] 0 151 131 53 0 0 41 Total Hourly Volume [veh/h] 164 230 232 86 17 0 42 Peak Hour Factor 0.9300 0.9300 0 8000 0 8000 0 7500 0.7500 0 7500 Other Adjustment Factor 1.0000 1.0000 1.0000 1 0000 1.0000 1.0000 1 0000 Total 15 -Minute Volume [veh/h] 44 62 73 27 6 0 14 Total Analysis Volume [veh/h] 176 247 290 108 23 0 56 Pedestrian Volume [ped/h] 0 0 0 0 co 11/7/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Scenario 5: 5 2040 Back PM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.14 0.07 0.00 0.05 d_M. Delay for Movement [s/veh] 8.57 . 21.82 10.77 Movement LOS A A _ . A A C B 95th -Percentile Queue Length [veh/In] 0.49 0.49 0.00 0.00 0.44 0.44 95th -Percentile Queue Length [ft/In] 12.19 12.19 0.00 0.00 10.98 10.98 d_A. Approach Delay [s/veh] 3.57 0.00 13.95 Approach LOS A A B d_I. Intersection Delay [s/yeh] 2.89 Intersection LOS C 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV VISTRO Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 5: 5 2040 Back PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 5: 1-76 EB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 21.0 C 0.003 Name Market Street Market Street 1-76 EB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration 1-P 1 in Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12 00 12 00 12 00 12.00 12 00 12 00 No of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30 00 30 00 Grade [%] 0.00 0 00 0 00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 EB Ramp Base Volume Input [veh/h] 175 27 4 94 21 1 180 Base Volume Adjustment Factor 1 0000 1 0000 1 0000 1 0000 1 0000 1.0000 1 0000 Heavy Vehicles Percentage [%] 15.00 15 00 15.00 15.00 15.00 15.00 15 00 Growth Factor 1.2300 1 2300 1 2300 1.2300 1.2300 1 2300 1 2300 In -Process Volume [veh/h] 0 0 0 0 0 0 0 Site Generated Trips [veh/h] 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 Other Volume [veh/h] 96 0 41 90 55 0 0 Total Hourly Volume [veh/h] 311 33 46 206 81 1 221 Peak Hour Factor 0.9000 0 9000 0.7700 0 7700 0 9200 0.9200 0 9200 Other Adjustment Factor 1 0000 1 0000 1 0000 1 0000 1 0000 1 0000 1 0000 Total 15 -Minute Volume [veh/h] 86 9 15 67 22 0 60 Total Analysis Volume [veh/h] 346 37 60 268 88 1 240 Pedestrian Volume [ped/h] 0 0 0 0 co 11/7/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 5: 5 2040 Back PM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C Movement V/C Ratio 0 04 0 22 0.00 0 28 d_M Delay for Movement [s/veh] 8.27 20.92 21.00 15.46 Movement LOS A A A A C C C 95th -Percentile Queue Length [veh/In] 0.00 0.00 0.13 0.13 2.97 2.97 2.97 95th -Percentile Queue Length [ft/In] 0.00 0.00 3.14 3.14 74.13 74.13 74 13 d_A, Approach Delay [s/veh] 0.00 1 51 16.93 Approach LOS A A C d_I. Intersection Delay [s/veh] 6.13 Intersection LOS C 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 5: 5 2040 Back PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 6: WM Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 7.9 A 0.002 Name WCR 59 WCR 59 Waste Management Entrance Approach Northbound Southbound Eastbound Lane Configurationii I Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 Grade [%] 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Waste Management Entrance Base Volume Input [veh/h] 3 6 15 Base Volume Adjustment Factor 1 0000 1 0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 Growth Factor 1.0000 1.0000 1 0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 3 6 15 Peak Hour Factor 0.8500 0.8500 0.8500 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 1 2 4 Total Analysis Volume [veh/h] 4 7 18 Pedestrian Volume [ped/h] 0 0 0 11/7/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 5: 5 2040 Back PM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Flared Lane Storage Area [yell] Two -Stage Gap Acceptance . Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C Movement V/C Ratio 0 00 d_M. Delay for Movement [s/veh] 7 92 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0.01 0 01 0 00 95th -Percentile Queue Length [ft/In] 0 18 0.18 0 00 d_A. Approach Delay [s/veh] 2.64 0 00 Approach LOS A A d_l. Intersection Delay [s/veh] 0.99 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 1 hour Scenario 5: 5 2040 Back PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 7: WM Exit Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.1 A 0.012 Name WCR 59 WCR 59 Waste Management Exit Approach Northbound Southbound Eastbound Lane Configuration r Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12 00 12_00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30 00 30 00 30.00 Grade [%] 0_00 0 00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Waste Management Exit Base Volume Input [veh/h] 9 15 11 Base Volume Adjustment Factor 1 0000 1 0000 1 0000 Heavy Vehicles Percentage [%] 75.00 75 00 75.00 Growth Factor 1 0000 1 0000 1.0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 9 15 11 Peak Hour Factor 0 8500 0.8500 0 8500 Other Adjustment Factor 1 0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 3 4 3 Total Analysis Volume [veh/h] 11 18 13 Pedestrian Volume [ped/h] 0 0 0 11/7/2019 Joseph L. Henderson. PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 5: 5 2040 Back PM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Stop Flared Lane Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.01 d_M. Delay for Movement [s/veh] 9.11 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0.00 0 00 0.04 95th -Percentile Queue Length [ft/In] 0.00 0.00 0.94 d_A, Approach Delay [s/veh] 0 00 0.00 9 11 Approach LOS A A A d_l. Intersection Delay [s/veh] 2.86 Intersection LOS A 11/7/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO All -way stop HCM 6th Edition 1 hour Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 1: WCR 18 Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 8.0 8.1 A 0.153 Name Market Street WCR 18 WCR 59 Approach Northbound Eastbound Westbound Lane Configuration . 1* I* 1 Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30_00 Grade [°/0] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Market Street WCR 18 WCR 59 Base Volume Input [veh/h] 43 34 12 63 25 6 Base Volume Adjustment Factor 1.0000 1 .0000 1.0000 1.0000 1 0000 1 0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.2300 1.2300 1.2300 1.2300 1 .2300 1.2300 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 18 0 0 52 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 7 5 0 9 7 0 Total Hourly Volume [veh/h] 60 65 15 86 90 7 Peak Hour Factor 0 6500 0.6500 0.7800 0 7800 0.6500 0.6500 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1 0000 1.0000 Total 15 -Minute Volume [veh/h] 23 25 5 28 35 3 Total Analysis Volume [veh/h] 92 100 19 110 138 11 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 2020 PTV SP 0-0) Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County, CO Intersection Settings Lanes Capacity per Entry Lane [veh/h] 819 888 759 Degree of Utilization. x 0.15 0.11 0.13 Movement, Approach, & Intersection Results 95th -Percentile Queue Length [veh] 0.54 0 38 0.44 95th -Percentile Queue Length [ft] 13.48 9 62 10 97 Approach Delay [s/veh] 8.18 7.58 8.44 Approach LOS A A A Intersection Delay [s/veh] 8 07 Intersection LOS A 11/4/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 1 hour Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 4: 1-76 WB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 23.5 C 0.009 Name Market Street Market Street 1-76 WB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration1 F + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12 00 12_00 12.00 12 00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] ` Speed [mph] 30 00 30 00 i 30 00 Grade [%] 0 00 0 00 0 00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 WB Ramp Base Volume Input [veh/h] 142 82 58 36 17 2 5 Base Volume Adjustment Factor 1 0000 1.0000 1.0000 1.0000 1.0000 1 0000 1 0000 Heavy Vehicles Percentage [%] 15.00 15.00 15 00 15.00 15.00 15.00 15.00 Growth Factor 1 2300 1 2300 1 2300 1 2300 1.2300 1.2300 1 2300 In -Process Volume [veh/h] 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 9 26 1 26 0 0 9 Diverted Trips [veh/h] 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 Other Volume [veh/h] 0 135 105 47 0 0 39 Total Hourly Volume [veh/h] . 175 . 245 202 117 21 2 54 Peak Hour Factor 0.7600 0.7600 0 7800 0.7800 , 0.7500 0 7500 0 7500 Other Adjustment Factor 1 0000 1 0000 1 0000 1 0000 1.0000 1 0000 1 0000 Total 15 -Minute Volume [veh/h] 58 81 65 38 7 1 18 Total Analysis Volume [veh/h] 230 322 259 150 28 3 72 Pedestrian Volume [ped/h] 0 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County. CO Intersection Settings Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0 15 0.10 0 01 0.07 d_M, Delay for Movement [s/veh] 8 61 23.24 23.51 11.48 Movement LOS A A A A C C B 95th -Percentile Queue Length [veh/In] 0.53 0.53 0 00 0.00 0.64 0.64 0.64 95th -Percentile Queue Length [ft/In] 13 16 13.16 0 00 0.00 15.99 15 99 15.99 d_A. Approach Delay [s/veh] 3.59 0 00 15.00 Approach LOS A A C d_l, Intersection Delay [s/veh] 3.26 Intersection LOS C 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County. CO Intersection Level Of Service Report Intersection 5: 1-76 EB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 20.4 C 0.297 Name Market Street Market Street 1-76 EB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration I. 1 + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12 00 12.00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30 00 30.00 Grade [%] 0.00 0 00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 EB Ramp Base Volume Input [veh/h] 230 16 1 44 37 0 98 Base Volume Adjustment Factor 1 0000 1 0000 1 0000 1 0000 1 0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 15.00 15 00 15.00 15.00 15 00 15.00 15 00 Growth Factor 1.2300 1 2300 1.2300 1 2300 1.2300 1 2300 1.2300 In -Process Volume [veh/h] 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 26 0 9 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 Other Volume [veh/h] 85 0 37 68 50 0 0 Total Hourly Volume [veh/h] 368 20 64 122 105 0 121 Peak Hour Factor 0 9000 0.9000 0 6600 0.6600 0 7700 0 7700 0 7700 Other Adjustment Factor 1 0000 1 0000 1 0000 1.0000 1 0000 1 0000 1.0000 Total 15 -Minute Volume [veh/h] 102 6 24 46 34 0 39 Total Analysis Volume [veh/h] 409 22 97 185 136 0 157 Pedestrian Volume [ped/h] 0 0 0 0 11/4/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County. CO Intersection Settings Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median . Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.06 0.30 0.00 0 14 d_M Delay for Movement [s/veh] 8.46 20 37 14 22 Movement LOS A A A A C B 95th -Percentile Queue Length [veh/In] 0.00 0 00 0.18 0.18 2.25 2 25 95th -Percentile Queue Length [ft/In] 0.00 0 00 4.62 4 62 56 13 56 13 d_A, Approach Delay [s/veh] 0.00 2 91 17.07 Approach LOS A A C d_I. Intersection Delay [s/veh] 5.50 Intersection LOS C 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 2020 PTV SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 6: WM Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 8.1 A 0.019 Name WCR 59 WCR 59 Waste Management Entrance Approach Northbound Southbound Eastbound Lane Configuration1 1 Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12 00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30 00 Grade [%] 0 00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Waste Management Entrance Base Volume Input [veh/h] 23 20 9 Base Volume Adjustment Factor 1 0000 1 0000 1.0000 Heavy Vehicles Percentage [°/s] 75.00 75 00 75 00 Growth Factor 1 0000 1.0000 1.0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 52 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 23 20 61 Peak Hour Factor 0 8500 0 8500 0 8500 Other Adjustment Factor 1 0000 1 0000 1 0000 Total 15 -Minute Volume [veh/h] 7 6 18 Total Analysis Volume [veh/h] 27 24 72 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Flared Lane Storage Area [veh] Two -Stage Gap Acceptance Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.02 d_M. Delay for Movement [s/veh] 8 11 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0 06 0 06 0 00 95th -Percentile Queue Length [ft/In] 1 49 1.49 0 00 d_A. Approach Delay [s/veh] 4 34 0 00 Approach LOS A A d_l, Intersection Delay [s/veh] 1.79 Intersection LOS A 11/4/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 1 hour Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 7: WM Exit Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.3 A 0.005 Name WCR 59 WCR 59 Waste Management Exit Approach Northbound Southbound Eastbound Lane Configuration r Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12 00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30 00 30 00 30 00 Grade r/o] 0 00 0.00 0 00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Waste Management Exit Base Volume Input [veh/h] 43 9 4 Base Volume Adjustment Factor 1 0000 1 0000 1 0000 Heavy Vehicles Percentage [%] 75.00 75 00 75.00 Growth Factor 1.0000 1 0000 1.0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 52 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 43 61 4 Peak Hour Factor 0.8500 0 8500 0 8500 Other Adjustment Factor 1.0000 1 0000 1.0000 Total 15 -Minute Volume [veh/h] 13 18 1 Total Analysis Volume [veh/h] 51 72 5 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Stop Flared Lane Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.00 d_M. Delay for Movement [s/veh] 9.35 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0.00 0.00 0.01 95th -Percentile Queue Length [ft/In] 0.00 0.00 0.36 d_A. Approach Delay [s/veh] 0 00 0 00 9.35 Approach LOS A A A d_l. Intersection Delay [s/veh] 0.35 Intersection LOS A 11/4/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 1 hour Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 8: Mine Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 0.0 A 0.001 Name WCR 59 WCR 59 Mine Entrance Approach Northbound Southbound Westbound Lane Configuration F I Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12.00 12.00 Na of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 Grade [%] 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Mine Entrance Base Volume Input [veh/h] 43 0 13 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 Growth Factor 1.0000 1.0000 1 0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 18 52 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 43 18 65 Peak Hour Factor 0.8500 0.8500 0.8500 Other Adjustment Factor 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 13 5 19 Total Analysis Volume [veh/h] 51 21 76 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions. Inc. Generated with PTV Version 2020 (SP 0-0) Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County. CO Intersection Settings Priority Scheme Free Free Flared Lane Storage Area [veh] Two -Stage Gap Acceptance Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio d_M, Delay for Movement [s/veh] Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0 00 0 00 0.00 95th -Percentile Queue Length [ft/In] 0 00 0 00 0.00 d_A, Approach Delay [s/veh] 0 00 0_00 Approach LOS A A d_l. Intersection Delay [s/veh] 0.00 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 1 hour Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 9: Mine Exit Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.6 A 0.063 Name WCR 59 WCR 59 Mine Exit Approach Northbound Southbound Westbound Lane Configuration Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12 00 12.00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] , No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30 00 30.00 Grade [0/s] 0 00 0 00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Mine Exit Base Volume Input [veh/h] 20 9 0 Base Volume Adjustment Factor 1 0000 1 0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75 00 Growth Factor 1 0000 1 0000 1 0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 52 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 20 9 52 Peak Hour Factor 0 8500 0 8500 0 8500 Other Adjustment Factor 1 0000 1 0000 1 0000 Total 15 -Minute Volume [veh/h] 6 3 15 Total Analysis Volume [veh/h] 24 11 61 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Stop Flared Lane Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0 06 d_M. Delay for Movement [s/veh] 9 64 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0 00 0 00 0.20 95th -Percentile Queue Length [ft/In] 0.00 0 00 5.02 d_A, Approach Delay [s/veh] 0.00 0.00 9_64 Approach LOS A A A d_l. Intersection Delay [s/veh] 6_19 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO All -way stop HCM 6th Edition 1 hour Scenario 4: 4 2040 Total PM Colorado Sand Company TIS Weld County. CO Intersection Level Of Service Report Intersection 1: WCR 18 Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 8.1 8.2 A 0.178 Name Market Street WCR 18 WCR 59 Approach Northbound Eastbound Westbound Lane Configuration4-re I -P 41 Turning Movement Left Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12 00 12.00 12.00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30 00 30.00 30.00 Grade [%] 0_00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name Market Street WCR 18 WCR 59 Base Volume Input [veh/h] 45 17 5 72 34 23 Base Volume Adjustment Factor 1 0000 1 0000 1 0000 1 0000 1 0000 1.0000 Heavy Vehicles Percentage [°/s] 15 00 15 00 15.00 15 00 15_00 15.00 Growth Factor 1 2300 1 2300 1.2300 1 2300 1.2300 1 2300 In -Process Volume [veh/h] 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 52 0 0 26 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 10 7 10 10 8 0 Total Hourly Volume [veh/h] 65 80 16 99 76 28 Peak Hour Factor 0 9100 0.9100 0 7100 0_7100 0 7100 0.7100 Other Adjustment Factor 1 0000 1.0000 1 0000 1 0000 1 0000 1.0000 Total 15 -Minute Volume [veh/h] 18 22 6 35 27 10 Total Analysis Volume [veh/h] 71 88 23 139 107 39 Pedestrian Volume [ped/h] 0 0 0 11/7/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 4: 4 2040 Total PM Colorado Sand Company TIS Weld County, CO Intersection Settings Lanes Capacity per Entry Lane [veh/h] 815 876 755 Degree of Utilization. x 0.18 0 13 0.14 Movement, Approach, & Intersection Results 95th -Percentile Queue Length [veh] 0 65 0.45 0.48 95th -Percentile Queue Length [ft] 16.20 11.32 11.97 Approach Delay [s/veh] 8.37 7.73 8.53 Approach LOS A A A Intersection Delay [s/veh] 8 22 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 4: 4 2040 Total PM Colorado Sand Company TIS Weld County. CO Intersection Level Of Service Report Intersection 4: 1-76 WB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (v/c). 23.5 C 0.080 Name Market Street Market Street 1-76 WB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configurationi F + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12 00 12.00 12 00 12.00 12.00 12 00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30 00 30 00 Grade [%] 0.00 0 00 0 00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 WB Ramp Base Volume Input [veh/h] 133 64 82 27 14 0 1 Base Volume Adjustment Factor 1.0000 1.0000 1 0000 1 0000 1.0000 1 0000 1 0000 Heavy Vehicles Percentage ['VD] 15 00 15.00 15 00 15 00 15 00 15.00 15.00 Growth Factor 1.2300 1.2300 1 2300 1 2300 1.2300 1 2300 1.2300 In -Process Volume [veh/h] 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 26 13 13 0 0 26 Diverted Trips [veh/h] 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 Other Volume [veh/h] 0 151 131 53 0 0 41 Total Hourly Volume [veh/h] 164 256 245 99 17 0 68 Peak Hour Factor 0.9300 0.9300 0 8000 0 8000 0.7500 0 7500 0 7500 Other Adjustment Factor 1 0000 1.0000 1 0000 1.0000 1 .0000 1.0000 1 0000 Total 15 -Minute Volume [veh/h] 44 69 77 31 6 0 23 Total Analysis Volume [veh/h] 176 275 306 124 23 0 91 Pedestrian Volume [ped/h] 0 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 4: 4 2040 Total PM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0 14 0.08 0 00 0.09 d_M Delay for Movement [s/veh] 8 67 23.45 11.27 Movement LOS A A A A C B 95th -Percentile Queue Length [veh/In] 0 50 0.50 0.00 0.00 0.62 0.62 95th -Percentile Queue Length [ft/In] 12.51 12.51 0 00 0.00 15.38 15.38 d_A, Approach Delay [s/veh] 3.38 0 00 13.71 Approach LOS A A B d_I. Intersection Delay [s/veh] 3.05 Intersection LOS C 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 4: 4 2040 Total PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 5: 1-76 EB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 24.7 C 0.003 Name Market Street Market Street 1-76 EB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration F I + Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Width [ft] 12.00 12 00 12 00 12.00 12 00 12_00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30 00 30.00 Grade [%] 0.00 0 00 0 00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 EB Ramp Base Volume Input [veh/h] 175 27 4 94 21 1 180 Base Volume Adjustment Factor 1.0000 1 0000 1 0000 1 0000 1 0000 1 0000 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15 00 15.00 15.00 15.00 Growth Factor 1.2300 1 2300 1 2300 1.2300 1 2300 1 2300 1 2300 In -Process Volume [veh/h] 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 13 0 26 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 Other Volume [veh/h] 96 0 41 90 55 0 0 Total Hourly Volume [veh/h] 311 33 59 206 107 1 221 Peak Hour Factor 0.9000 0 9000 0.7700 0 7700 0 9200 0 9200 0 9200 Other Adjustment Factor 1.0000 1.0000 1 0000 1 0000 1 0000 1 0000 1.0000 Total 15 -Minute Volume [veh/h] 86 9 19 67 29 0 60 Total Analysis Volume [veh/h] 346 37 77 268 116 1 240 Pedestrian Volume [ped/h] 0 0 0 0 11/7/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 4: 4 2040 Total PM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Stop Flared Lane No Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.05 0 31 0 00 0 28 d_M Delay for Movement [s/veh] 8 31 24 70 24 73 18 68 Movement LOS A A A A C C C 95th -Percentile Queue Length [veh/In] 0.00 0 00 0.16 0.16 4 17 4.17 4.17 95th -Percentile Queue Length [ft/In] 0.00 0.00 4.07 4.07 104.29 104.29 104 29 d_A, Approach Delay [s/veh] 0.00 1 85 20.66 Approach LOS A A C d_l. Intersection Delay [s/veh] 7 77 Intersection LOS C 11/7/2019 Joseph L. Henderson. RE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup VISTRO Two-way stop HCM 6th Edition 1 hour Scenario 4: 4 2040 Total PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 6: WM Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 8.0 A 0.002 Name WCR 59 WCR 59 Waste Management Entrance Approach Northbound Southbound Eastbound Lane Configuration1 1 Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12 00 12 00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30 00 30_00 Grade [d/] 0 00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Waste Management Entrance Base Volume Input [veh/h] 3 6 15 Base Volume Adjustment Factor 1 0000 1 0000 1 0000 Heavy Vehicles Percentage [%] 75 00 75.00 75 00 Growth Factor 1 0000 1 0000 1 0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 26 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 3 6 41 Peak Hour Factor 0.8500 0.8500 0.8500 Other Adjustment Factor 1 0000 1 0000 1 0000 Total 15 -Minute Volume [veh/h] 1 2 12 Total Analysis Volume [veh/h] 4 7 48 Pedestrian Volume [ped/h] 0 0 0 11/7/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) 1 _ VISTRO Scenario 4: 4 2040 Total PM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Flared Lane Storage Area [veh] Two -Stage Gap Acceptance Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.00 d_M. Delay for Movement [s/veh] 8 00 I Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0.01 0.01 0.00 95th -Percentile Queue Length [ft/In] 0.19 0.19 0.00 d_A, Approach Delay [s/veh] 2.67 0 00 Approach LOS A A d_l. Intersection Delay [s/veh] 0.48 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 4: 4 2040 Total PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 7: WM Exit Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.3 A 0.013 Name WCR 59 WCR 59 Waste Management Exit Approach Northbound Southbound Eastbound Lane ConfigurationI I r Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No. of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30.00 30.00 Grade [%] 0_00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Waste Management Exit Base Volume Input [veh/h] 9 15 11 Base Volume Adjustment Factor 1 0000 1 0000 1 0000 Heavy Vehicles Percentage [%] 75 00 75 00 75.00 Growth Factor 1 0000 1 0000 1 .0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 26 0 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 9 41 11 Peak Hour Factor 0 8500 0 8500 0.8500 Other Adjustment Factor 1 0000 1 0000 1 0000 Total 15 -Minute Volume [veh/h] 3 12 3 Total Analysis Volume [veh/h] 11 48 13 Pedestrian Volume [ped/h] 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 4: 4 2040 Total PM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Stop Flared Lane Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0.01 d_M. Delay for Movement [s/veh] 9.26 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0 00 0.00 0.04 95th -Percentile Queue Length [ft/In] 0.00 0 00 0.98 d_A. Approach Delay [s/veh] 0.00 0.00 9.26 Approach LOS A A A di. Intersection Delay [s/veh] 1.67 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 4: 4 2040 Total PM Colorado Sand Company TIS Weld County, CO Intersection Level Of Service Report Intersection 8: Mine Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 0.0 A 0.001 Name WCR 59 WCR 59 Mine Entrance Approach Northbound Southbound Westbound Lane Configuration F I Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12.00 12 00 12.00 No of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No_ of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] 30.00 30 00 Grade [%] 0,00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Mine Entrance Base Volume Input [veh/h] 43 0 13 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 Growth Factor 1 0000 1 0000 1 0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 52 26 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 43 52 39 Peak Hour Factor 0 8500 0 8500 0 8500 Other Adjustment Factor 1 0000 1 0000 1 0000 Total 15 -Minute Volume [veh/h] 13 15 11 Total Analysis Volume [veh/h] 51 61 46 Pedestrian Volume [ped/h] 0 0 0 co 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 4: 4 2040 Total PM Colorado Sand Company TIS Weld County. CO Intersection Settings Priority Scheme Free Free Flared Lane Storage Area [veh] Two -Stage Gap Acceptance Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio d_M, Delay for Movement [s/veh] Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0.00 0 00 0 00 95th -Percentile Queue Length [ft/In] 0.00 0 00 0.00 d_A, Approach Delay [s/veh] 0.00 0.00 Approach LOS A A d_I. Intersection Delay [s/veh] 0.00 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE. PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 4: 4 2040 Total PM Colorado Sand Company TIS Weld County. CO Intersection Level Of Service Report Intersection 9: Mine Exit Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.5 A 0.031 Name WCR 59 WCR 59 Mine Exit Approach , Northbound Southbound Westbound Lane Configuration 1 1 al Turning Movement Thru Right Left Thru Left Right Lane Width [ft] 12_00 12.00 12 00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 Entry Pocket Length [ft] No of Lanes in Exit Pocket 0 0 0 0 0 0 Exit Pocket Length [ft] Speed [mph] . 30_00 30.00 30.00 Grade [%] 0 00 0_00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 59 WCR 59 Mine Exit Base Volume Input [veh/h] 20 9 0 Base Volume Adjustment Factor 1 0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75 00 Growth Factor 1.0000 1 0000 1 0000 In -Process Volume [veh/h] 0 0 0 Site -Generated Trips [veh/h] 0 0 26 Diverted Trips [veh/h] 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 Other Volume [veh/h] 0 0 0 Total Hourly Volume [veh/h] 20 9 26 Peak Hour Factor 0_8500 0.8500 0 8500 Other Adjustment Factor 1 0000 1 0000 1 0000 Total 15 -Minute Volume [veh/h] 6 3 8 Total Analysis Volume [veh/h] 24 11 31 Pedestrian Volume [ped/h] 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 4: 4 2040 Total PM Colorado Sand Company TIS Weld County, CO Intersection Settings Priority Scheme Free Free Stop Flared Lane Storage Area [veh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C. Movement V/C Ratio 0 03 a d_M. Delay for Movement [s/veh] 9.49 Movement LOS A A A 95th -Percentile Queue Length [veh/In] 0 00 0_00 0.10 95th -Percentile Queue Length [ft/In] 0 00 0 00 2 43 d_A. Approach Delay [s/veh] 0.00 0 00 9.49 Approach LOS A A A d_l. Intersection Delay [s/veh] 4 49 Intersection LOS A 11/7/2019 Joseph L. Henderson. PE, PTOE Sustainable Traffic Solutions, Inc. Appendix C Intersection Sight Distance Analysis Sustainable Traffic Solutions, Inc Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado September 28, 2020 `•S -> c Sza. J t' 7,.-c: cL'J tK P):1%1a Aut....q •/Nl:.,, 1�: ,.. eta+ ) 4. . a4 M '` .r ics uac”LI IS1 •ait t:: tt.t;`tdt)r .... ••• . .._ .-, ._.. Sight Dist for fiSighti Distance for a n ce Vehicles TurningRight Ve hic les TurningLeft ' p .. ......__„4„,/,.. _ ____ ... . - -... ... •,'._ .._ • f • ti ! -t 41; `1 IP .„ j.•r { ' 1i„, 1, 4 �L S ! •ra,1R p >rlAl�-.«.R....,,+.r- /rMe - � I. 1 < ilt. . ,,,.� ..�.e timer.�'MM� - .1 . «. '` - - ' - - - _ '"' K' , - _ faM' :Y �' rR• ' ,.µ ,. ..•mom'` ... - « •at•, I 1 111 . • r+ / 'ndl" " iit x�.. , c I• �•• . ' ^ 1 '°T'•��.&�.=.4 �.. '„`♦+�. ':-n. ,': "W'••� —._ ^. - ' -''it Tf• 4 t'. s . Ye! . .r' -':"2.'t. ,1 i ,i . .1 'E ;� , rk. �;, .1�`, �,N♦ J •,•N ]1ly- •I J:�•�1� •W �,3� `,"b' 't i �.?T: L� r. 1 �1f 3 _ :.; • �'x� . I Y • 1 ' y1'` •. . a N' \ ,. if-`' • • • I d o - - &.i + - 3 x 1.. • • 4 - •.'- I '3 � : . + .. ,. • • 11, as • "" t � ISD=573' ...'< ;' , • Design Vehicle - Passenger Vehicle �� Adequate :; ..;,l�.,,, • ' ` using - ..• AASHTO sight distance assumptions. is available , 1a. •7." ISD=662 o•k ' :;k Design VehiclePassenger - Vehicle - - :,r'' :_..�♦".�. ,, ..,a , :' . • `s tg V=60 = 6.5 MPH• seconds ,1, �. -• The . ' `,:\\_ intersection ,, arrow indicates sight i distance. the minimum �!• • �. A, 3.. 4 f . `- tg V = 60 = 7.5 MPH seconds .,. se . _ ,. �r , , ;' • • • 1•F . r ",r a1 ..fN.. *i V,3 �.,, �` , •� •" ' *\�• ro I .: .., •• t • , }1.4\ ♦ ... ; i••,• ,f ' ,• a*:• e•.t\.,. 111 • lsr ' •y� � , jaVirid r�'♦ '•. T. ,. .'/.�...1C:.(014..��'• . . fi it -">• ♦`.... - 1 '. •,)•,T . 1' .+C�1:4 .,M . • • •�i,�R '` a',_',. �•- `!f • \. '1 F .. J'�i.'r . • , • •:N _•'i 't. .. "3 _ ' • ,' « .'e. • - "e) e Colorado Sand Company Traffic Impact Study INTERSECTION SIGHT DISTANCE ._ACCESS 3 Scale NTS Date September 28, 2020 Drawn by JLH Job # Schedio Group, LLC Figure C4 Sight Distance for Vehicles Turning Right ISD = 573' Design Vehicle - Passenger Vehicle V=60 MPH tg = 6.5 seconds V -RAtivinew--710. • -, Sight Distance for Vehicles Turning Left • V. a Adequate sight distance is available using AASHTO assumptions. The arrow indicates the minimum intersection sight distance. gimp _• • • '* . • • • a. .I b 1 I • J I .1/43aI • filL . J ..'" ♦vii •-r•w, ♦r •. /' . ..••• Minimum intersection sight distance is not available for 60 MPH due to trees in the right-of-way. J • 1r • • f. •sy.7 • J Y./., �•�. 'WI '404 1 1 • • . • 1 se►4 -�• .•.rim Wad eclat."' a• a. .•••• Y -rte • • •, 'the I • _ •I a • I •L - Colorado Sand Company Traffic Impact Study INTERSECTION SIGHT DISTANCE - ACCESS 4 Scale NTS Date September 28 2020 Drawn by JLH Job # Schedio Group. LLC Figure C5 ciajt:41:- • 1:161.11;' • of .• .!. •' •�}I141 1„�: - 4 r/ , i. r' ....., Sight Distance forSighti Distance for Vehicles TurningRight Vehicles TurningLeft ... - t,--4,4„., . • , , loops.. _. ir . "_fir ___ _ _ r" ; _:.'%l6: - • .,.„ ..�•. . ,R _ 4 .a% — 4.. y J _. 0., 1• r I. ,* • 1 ' I tl •H ♦ h.A i fir' '. s, •.- . . - •' ,tvj► .. 1 ) • ' . I ill.. .1 r •. , 1 *lib: — all! Or - ' r . - ' .._ s' J4' -r - , s`� -yam. . fC i - - _� 1 t - •r»• . . t -- APU1MPPPr�:. • - 1 rte. • ' ii ' i • Adequate sight distance is available ISD Design V=60 = 573' Vehicle MPH - Passenger Vehicle using •1 AASHTO assumptions. ISD Design = 662' Vehicle - Passenger Vehicle ` V=60 MPH t g = 6.5 seconds • •. • - • intersection The arrow indicates sight distance. the minimum • t = 7.5 seconds g • ,• . •. • - _ • Colorado Sand Company Traffic Impact Study STS INTERSECTION SIGHT DISTANCE - ACCESS 9 Scale NTS Date September 28, 2020 Drawn by JLH Job # Schedio Group, LLC Figure 010 Sight Distance for Vehicles Turning Right Adequate sight c using AASHTO The arrow indica intersection sighl 1►.. Adequate sight di using AASHTO as The arrow indicat€ intersection sight c Adequate sight distance is available using AASHTO assumptions. The arrow indicates the minimum intersection sight distance. Sight Distance for Vehicles Turning Left stance. Adequate sight dist using AASHTO ass The arrow indicates intersection sight di Adequate sight distance is available using AASHTO assumptions. Sight Distance for Vehicles Turning Right • r ti'#1 • ll`ar -'' _ pa.t'rr ..• lit 111. w �-,y V 1'• t 4• • • fir • • ► /WA. • J 1 -1 _ Sight Distance for Vehicles Turning Right ISD = 573' Design Vehicle V = 60 MPH tg = 6.5 seconds • - !t • v r • Passenger Vehicle R • • 1: ,,laws: I .4 • .. - i.1- • . -ti.•siari,. I. • -1 r - of.. • I' • `_.111:1 -`''' at .- :' • In Adequate sight distance is available ,,,41,..l�'•_y, '• using AASHTO assumptions 4, • .• • { t. }rte. I •-• 1 r w ,. • ' • • • . t a The arrow indicates the minimum intersection sight distance. !1 r.► 1 li Sight Distance for Vehicles Turning Left ' • • ;.f . • • - ISD = 662' Design Vehicle V=60 MPH t� = 7.5 seconds Passenger Vehicle • • • • • .` aj •• • ti • 4 11.1.1- 1111► , • a"! • • .i • • 4•' • —• - a -, w • 1 Colorado Sand Company Traffic Impact Study INTERSECTION SIGHT DISTANCE - ACCESS 21 Scale NTS Date September 28, 2020 Drawn by JLH Job # Schedio Group. LLC Figure C22 Nivet. Road Restricted Access Road To Mm WM Suttilo Ridge WIWhll C A) Oraan►;s Rattier Rfcge .67:. COoes Energy Keenesburq CuStomri mod Su •I+trs A. Other Acct: Roctntied • Use b r L • •• Sight Distance forSight• Distance for• Vehicles TurningRight Vehicles Turning Left : A • r.• . • .�. r. y, • .• ...: , 7 � = , a- - hC I r R, I% b. ♦ • V•' . . a . ` .I Olt 40 • • • I it •t j'_' •7 . 4. it r • . • •• f • • • • c, • 1 1'11• •1 _ter �.y..•= _ �.�Mi1N •lip •r yam] J i • , 1 Si • 4 el• 00 i. • • ••, . • � ,1.. • • • ' • $ lfr .. J ',_- {[ ,.. • 1 • • 1 y .-_!. -'•••• r 1,I_ , �++.• t • 1 M : .•4 ,„ t .„..c., • - �•♦ • . . _- '^... • i W..""'••) •' 1 • I •S, 1Ar .. ,. - _ -_- •. ••1',,t ' .•-' 11. •.• r 1.A} _ _� '•." •1 ' • ••+. ' 1 `1 •i , •1� •• i. I` i t • . .ir 1i'3 ,� • •a _ .= Wit''` 1 •, ' • 0 r.'. • op - - j ,� . A. . ,..' • '{,*,. ' • h _ i,„ . r : Y. .1 .. • '�' • • ` - "t. x• •1A1!4.•sr t - ... - s - !.� r • • r? Vr• ••.•jy • • •., • J. • • -� . • _ Y. .fi r• %►.- 1 t•t•� •r a ,. .-•• I• �' ill-• _ _ _ `.♦�Y.1 )_rst_ �,• et• IT •►• t� • I.• !• ,• •�• ,'�'• • • 1r�'.r•�, ►• • ar- rr r •:. Z,- .".11 .4• i• Yom.- J • •• ... 1. - . -'•- r - -' r —.�.. .r • • ._ .� - -. •«. _ •• _•- - \ • IP •!• :• "' Adequate sight distance is .� �... _. - ISD = 573' • using AASHTO assumptions. available ISD _ — 662' Design V = 60 Vehicle MPH - Passenger Vehicle - ' Design V = 60 Vehicle MPH - Passenger Vehicle t � = 6.5 seconds The intersection arrow indicates sight distance. the minimum t 9 = 7.5 seconds --- .g. • , Colorado Sand Company Traffic Impact Study ST'S INTERSECTION SIGHT DISTANCE - ACCESS 23 Scale NTS Date September 28, 2020 Drawn by JLH Job # Schedio Group, LLC Figure C24 b., as Sight Distance for Vehicles Turning Left t Appendix D Stopping Sight Distance Photos Sustainable Traffic Solutions, Inc Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado September 28, 2020 Stopping • Sight •zi Stopping s• ht D t wtDt L •Lk. •• • ast or South . Pt a .. .‘,.,, ,• ses 4 4 ,, •.,. . .L. or North Lit, Ai eenesburg . ,..400'4fr., _ i ......... z sap ,t f' • s r , 1' i1 i+ r i • . _ . - Stopping Sight Milit Stopping Sight .. Distance West Distance ooking or South or North • • • • • • • •♦a A �dd� % wA .�S• � �'�. Ali H. r t. • • • • Colorado Sand Company Traffic Impact Study S TS sToppING siGHT DisTANcE ... LocATIoN 4 Scale NTS Date September 28. 2020 Drawn by JLH Job # Schedio Group, LLC Figure D4 . 6' •r O. . II*. 4• A .. 6i _ ' . 0 • ••• t. ' l I . , . , 0 „L • 1 I %I . : I • I • 't ." N. • ,' • • •:' • „ , 4 .11 ., . ' 6• •• •,,. . 1 4 . . . !T._ .. .. ' . . "Cr *44, ..., I 1.• 8 • „, • 4.° ;ADJ. I ./.. 11 : 'c' 7. - • It •• r".• : IC.S.. .... i - I I'. ; —. , -P....t\e' 11.1 ti..414.' :el' :.II -It. 1: r. _ I( 4-1.14' . I ; ' , StoppingS. g ht StoppingSi g ,. ht ......_ Distance LookingWest Distance LookingEast ,• or South or North • • y s: • a • M • • \V,1 • M • rtii i• .. • •M' • .1 i. r ' • • • •�. •• „ii__.,• • r• • .1 • • • / . �ti II 11:0111* m•, i • .. .. . • • •. • - •!'^'fiat' J• - a a••". w♦!Y- _TI .tjl .r T . '�M` it ♦r . R. alb } •. '. I _. ♦ .j�► Y r • y J • • •a • • • 0 l.r... • . Y • A. _. f A43- V /• ' , • - .. • • : • ...y • .. c. -. r,a . -.• : ' rs fir!•• • �/ . • I • 4 A • .. _ SS • i i Al �6., rn. MlY1'M' _ •�. • ••tV.' ,, r - \ /.-t" •: • •.14 ,+• :;.. A. �• , • .. . ,'at a y:", 6 ,(• :1. S i. ... '• -w.': y - fr.- .P A.V"Y` _•I�; " '. M .• •E e� ••';♦ }dwL .. 14 �4.",!1�$wl" •M •"s;t • 4 ,- s :I' . _ e :it; p;,;�• « ,. •' 1 -• • • •e ys ., rt '' u c-ir s •. •..�'n ,�. i. t 1J•S—•�tia nett ... 'c' . ' •I• - • - .. a •• . F. • - , • ! i • yx�4,,,,,_.-, �I.� Id/ 1 ♦- .. ti •, • �••../ i • y.a� • 4 wA.: 'r 1•• 44, . ' C" • . �,p•:.. •140 P'.y'�f, ,., :1 • •. ••• J f . 911 �,.Y'� •%I •i ' .� ., •J ... „• .d v A•' N $ .LAC _. y 1 •. t ' \r '.$ « "x St V .4 "a♦ . r •q "•�/'•, .' '+ y -'.••('f • / A • is 1. J ��'•/ • ,. I . � n a• • 0• • r • r - • r • .r,.:.A f �i'Y •,. \• 1 x•\�• - Ist W*f.` �. �; I/.1• {',c. I •1, Y- • •j , •. •.. .• • •. ♦ .!r•v • j rs _ I♦�;; ';-a� •. • "• •1 Y� •f •i •• 1 • • 1 ., M s • •. ., _ • 'a .I. • . •'• .. ., y•. 1• i.. •r. 1• ♦ .rod:4.. . .n .. • .4 L. Colorado Sand Company Traffic Impact Study STOPPING SIGHT DISTANCE - LOCATION 6 Scale NTS Date September 28, 2020 Drawn by JLH Job # Schedio Group, LLC Figure D6 Stopping Sight StoppingS. g ht Distance LookingWest •�. � Di.0., LookingEast stance .., ,. or Southi„.. :° ,Ma or North • - .. 1 1. .. • I ♦ ♦ _• .. - • • S •. ,,. •I • -• . yy• • r• • / • M • w r _ . .' 3 f J 4 **re, l IF '434 _ ::t ,� - .. _ • 1 tre • gal- _ 'Lti tN' ht • •• • • • • •- - t • • : ._ ply - •f*} 4 �' da • ., ,. . -•• •N. w•• x> • • ' ♦ • .. • ,; Y -Y'M: • •y M ^:�14M• - ) _ `x - ' P 4 •t Y 11 1 r, QA .• •. j ` N ♦''A. i..7 , L7 r • • Jc •• • • • Is _/ 1 • $ . ' ' ' I. .. • n .. . .4 P • I . t 1::::: : t. is - ':• • 1• • I. • .• • I' , _ 4t, . / . 3 . ire1 ` • • ♦. w . I '• "w� ., `�. try• • I 1' - 1, -. •r • • • - •. • •4 ^.l•• V. '• ..r•)1 .. .• . t •• •\ • • i. ... -r .k• - ' f' , M • r ..,, r•,• f - 1 ° M �11 '' t 1 r. s Colorado Sand Company Traffic Impact Study STS STOPPING SIGHT DISTANCE - LOCATION 8 Scale NTS Date September 28, 2020 Drawn by JLH Job # Schedio Group, LLC Figure D8 • • / • _ _ /. ` . . • . .'� •'•.. .�' f / �• i I .i t .1 •• t y •.mil St.opping Sight Stopping Sight _ Distance West Distance ooking ooking ast or South or North • IT • • • • • • • / • r. • • • • • • • • • r ;. . �... V• C, A 1• ••• �r •.1 . . r • -1::::: CI::: .. I : - • • rl• r' • •tJ •.,w • y• Colorado I • Company Traffic Impact Study srs Scale NTS Date September 2020 Drawn / • Schedio Group Figure / . St ... . .Stopping . ht Distance West Distance ooking ooking ast or South .. ... It 110 or North ..14 CALE AVIV i• 44419‘r r..,. Y • 4 al ••t • • • • 401 • re • ti i • 0 4. • • • • r. • • • • • s. • Colorado Sand Company STS STOPPING SIGHT DISTANCE _ Scale Date September2020 Drawnby • • ' Schedio • • FigureD14 Stopping • Sight Stopp•s• ht Distance West ooking Distance ooking ast or South or North ., _,.. a i • .......„. ........ • 1 i AS• If 1 • • • -• • • • • • • IS PO • • Li I -• • • • •�. C'40 'lir • • -� + • • • • • • • I. • • • • • • • SOP Colorado Sand Company STSsToppING siGHT DisTANcE _ LocATIoN XELIO SCHEDIO GROUP DUST ABATEMENT PLAN Colorado Sand Company's Keenesburg No. 2 Mine will comply with the following Particulate Emissions Control Measures as required by the Air Quality Control Commission Regulation Number 1, III.D.I .b. The following emission guidelines shall be followed. a) Mining Processing Activities - Visible emissions not to exceed 20%, no off -property transport of visible emissions. b) Haul Roads — No off -property transport of visible emissions must apply to on -site haul roads; the nuisance guidelines must apply to off -site haul roads. c) Haul Trucks — There must be no off -property transport of visible emissions from haul trucks when operating on the property of the owner of operator. There must be no off -vehicle transport of visible emissions from the material in the haul trucks when operating off of the property of owner or operator. Colorado Sand Company LLC (CSC) anticipates the water consumption for dust abatement activities during the operational phase to be approximately 8% (920 gallons per minute (gpm), at approximately 32,000 gallons per day (gpd)) of the total water consumption. During the "developmental" phase (construction) water usage due to dust suppression activities are estimated to be on the order of 30,000 to 50,000 gpd for an anticipated 3 to 10 months. Water usage for haul roads and other miscellaneous fugitive dust suppression applications during the reclamation phases are anticipated to be approximately equivalent to the "developmental" stage at 30,000 to 50,000 gpd. Dust suppression activities will also be utilized during structure demolition and removal. In order to comply with the Air Quality Control Commission Regulations water will be employed as a dust suppressant via water trucks to minimize fugitive dust emissions. Adequate soil moisture shall be maintained throughout operations in order to control emissions; CSC does not anticipate encountering overburden materials. All dry sand conveyors and transfer points will be enclosed where dry material is conveyed. Vehicle speeds on internal haul routes will remain at or under 35 mph and shall be reduced when necessary (i.e., adverse conditions such as high-speed winds) in order to minimize fugitive dust emissions. Frequency of watering for dust suppression will be "frequent" and in accordance with the facility -specific requirements imposed via permit issued by CDPHE-AQD. Beginning in Year 2, concurrent reclamation will commence with pre -stripping of growth medium occurring in front of the advancing pit and the pre -strip material being returned to the preceding year's mined out area for initial reclamation. The objective of this is to minimize areas susceptible to fugitive dust generation. Mitigation methods will be applied when/where warranted (as per permit). PROGRAM MANAGEMENT I ENGINEERING CONSULTING SPECIAL DISTRICTS Exhibit 25.1 Page 2 of 2 KEENESBURG #2 MINE LANDSCAPE & SCREENING PLAN Natural vegetation will be utilized around the entrance road, exit road and areas around the plant facility adjacent to CR 59. By being situated at a lower elevation than adjacent roads, the plant facility will utilize natural contours to aid in screening that will minimize its presence on the horizon. Plant structures will generally be painted with uniform, non -contrasting, nonreflective sandstone tones to blend into the surrounding landscape. Safety berms will be utilized around all mining pits which will aid in screening of the pits. XELJO SCHEDIO GROUP Exhibit 14.1 Lighting Plan PROGRAM MANAGEMENT I ENGINEERING CONSULTING I SPECIAL DISTRICTS Page 447 of 605 EXHIBIT 14.1 WASTE MANAGEMENT CORP II PERMIT AREA BOUNDARY WCR 26 SCALES/LOADOUT AIR COMPRESSOR SCALEHOUSE ELECTRICAL - NO ,,.. HOUSE y SP. pG pR....-E g\ - AIR COMPRESSOR PARKING AREA EMPLOYEE BREAKROOM DRYER UNITS QUALITY CONTROL LAB SUPERVISOR OFFICE MINE OFFICE ROM STOCKPILE 6.46 AC WJW PROPERTIES LLC MOBILE EQUIPMENT SHOP r �t►�-F��-atEaa -- PERMIT AREA BOUNDARY DIESEL EXHAUST FLUID TANK 12K DIESEL TANK (AST) LUBE STATION BAG HOUSES SURGE SILOS FEED HOPPERS & RAMPS WATER TREATMENT FACILITY WET PLANT ENCLOSURE 480 I� 1 SCALE. 1 '= 200' Z' `EA'O PRGRAM MANAGEMENT INEERINR CCONSULTING S E SCHEDIO GROUP RE DESCRIPTION INITIAL SUBMITTAL ADDED POT 020 BLDG DALE 09(15/]0 OB/@/20. DATE04/15/2020 SCALE 1^=240' DRAWN cos REVISION 0 LINE LEGEND PL EML PERMIT AREA BNDRY SECTION UNE RIGHT OF WAY UNE WETLANDS FENCE EASEMENT LINE WATER LINE OVERHEAD ELECTRIC UNDERGROUND GAS UNDERGROUND TELEPHONE UNDERGROUND OIL --- MAJOR CONTOUR MINOR CONTOUR EXISTING ASPHALT EXISTING GRAVEL POLE LIGHT EQUIPMENT MOUNTED LIGHT SYMBOL LEGEND 0 CONTROL POINT FOUND PROPERTY MONUMENT FOUND SECTION CORNER ELECTRICAL METER O MISC. MAN HOLE GAS MARKER WATER MARKER ELECTRICAL PEDESTAL UTILITY POLE SIGN O" WATER SRGOT PROJECT TPLE COLORADO SAND COMPANY LLC KEENESBURG NO.2 MINE PROCESS PLANT 8 FACILITIES LIGHTING PLAN PROJECT N0. 181001 EXHIBIT NO. 14.1 XELJO SCHEDIO GROUP Exhibit 14.2 Light Cutsheets PROGRAM MANAGEMENT I ENGINEERING CONSULTING I SPECIAL DISTRICTS Page 449 of 605 Gardco EcoForm Gen -2 combines economy with performance in an LED area luminaire. Capable of delivering up to 42,000 lumens or more in a compact, low profile LED luminaire, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. Includes Service Tag, our innovative way to provide assistance throughout the life of the product. Ordering guide Pr AeC! _ocatic Cat Nc LAMCS example: ECF-L-96L-1A-CW-AR-AFR-90-120-DD-PCB-F1-SP1-TB-RPA-HIS-BK .`: peet0e'.... Number of LEDs MIN I Drive - Current:. LED Color-� Generation Mounting Distribution N Vokage I. Options Dimming controls Motionserisinglens Photo -sensing Electrical Lummatre IIIII Finish• °. Mill ECF-L ECF-L 80L 900 WW -G2 AR Type 2 120 120V DD 0-10V External IMRI3 PCB Fusing Square Pole Textured EcoForm 80 LEDs 900mA Warm White Arm Mount 2 Type 2 208 208V dimming (by others)" Integral with Photocontrol Ft Single Adapter BK Black site and (5 modules) 1A 3000K, 70CRI (standard) 2-90 Rotated 240 240V DCC Dual Circuit Control"' #3 lens's Button" (120, 277,347VAC)' included in WH White area, large 1050 mA 1.2A 1200 mA Generation 2 Neutral White left Rotated 2-270 right 277 277V 347 347V 480 480V FAWS Field Adjustable Wattage Selector ° s SW Interface module HA RR Integral with g #7lens16 TLRDS Twist Lock Receptacle (2 Double 4 9 (208, 240, 48OVAC) standard product TB BZ Bronze DGY Dark Gray MGYMedium Gray The following 4000K, 70CRI Generation mounting 96L 8OO (5O/6OHz) be 270 Type3 UNV 120-277V HVU 347-480V for5iteWise° LLC Integral wireless 2 kits must Pole mounted TLRD7 module"' IMRO 5 Pin 'o Pole Mount Fusing _ FP1 Single e l" 020, 277,347VAC)' Terminal Block Customer specified 96 LEDs 800 mA (6 modules) 1A CW-G2 ordered 3Type3 (50/60Hz) 81 Bi-level functionality" sensor" Twist Lock RPA RAL Specify 1050 mA 1,2A 1200mA Cool White 5000K, 70CRI Generation 2 separate) y (See accessories) SF 3-90 Rotated left 90° 3-270 Rotated DynaDimmer: Automatic Profile Dimming — (see accessories) Receptacle 7 Pin 10 TLRPC Twist Lock FP2 Double (208, 240, 480VAq' FP3 Canadian Round Pole Adapter (fits to 3" -(ex: 3.9" O.D. optional color or RAL RAL7024) Slip Fitter right 270 CS50 Safety 50% Dimming, 7 hours" Receptacle w/ Double Pull (208, 240, 48OVAC)n pole)" p ) CC Custom color (Must supply Mount (fits to2 /a" 0 . tenon) Type 4 4Type4 CM50Median50%Dimming, 8hours°r CE50 Economy 50% Photocell91 Surge Protection (10kA standard) SP2 Increased 20kA HIS Internal Housing color chip for required factory quote) WS Wall mount with surface conduit rear entry permitted 4-90 Rotated left 90° 4-270 Rotated right 270 Dimming.9hours° ° DASD All Night 50% Dimming" C530 Safety 30% Dimming, 7 7 hours °° Side Shield'° RAM Retrofit arm mount kit' Type 5 5 Type 5 — - SW Type SW CM30 Median 30% Dimming, 8 hours" CE30 Economy 30% Dimming, 9 hours °° AFR DA30 All Night 30% Auto Front Row Dimming" AFR-90 Auto Front Row, Rotated left 90° AFR-270 Auto Front Row, Rotated right 270' 1. BL-IMRI3/7 equipped with out -boarded sensor housing when voltage is HVU (347-480V) 2. Mounts to a 4" round pole with adapter included for square poles. 3. Limited to a maximum of 45 degrees aiming above horizontal. 4. Not available with other dimming control options. 5. Not available with motion sensor. 6. Not available with photocontrol. ECF-L_EcoForm_area_large 04/19 page 1 of 7 7. 8. 9 10. 11. 12. 13. Available only in 120 or 277V. Not available in 347 or 480V Must specify input voltage. Dimming will not be connected to NEMA receptacle if ordering with other control options. Not available in 480V. Not available with DCC. Not available with SF and WS. RPAs provided with black finish standard. 14. HIS not available with Type 5 and 5W optics. 15. Available only with SW, LLC, and BL control options. 16. Available only with SW and BL control options. us Page 450 of 605 Hello