The URL can be used to link to this page

Browse Search

Home My WebLink About20203326.tiffColorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado November 8, 2019 Prepared By►: Sustainable Traffic Solutions, Inc. http://www.sustainabletrafficsolutions.comi Joseph L. Henderson, PE, PTOE 303.589.6875 joe@sustainabIetrafficsoIutions.com Joseph L. Henderson's 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. Exhibit 23.1 Page 2 of 224 Table of Contents Page 1.0 Introduction 'I ,I 2.0 Study Assumptions......................................... 3.0 Existing Traffic Volumes 2 3.1 Level of Service Analysis 2 4.0 Site Generated Traffic Volumes 3 4.1 Trip Generation 3 4.2 Trip Distribution and Assignment 3 5.0 Auxiliary Lanes ...........................4 6.0 Year 2020 Traffic Volumes4 6.1 Level of Service Analysis 4 7.0 Year 2040 Traffic Volumes 5 7.1 Level of Service Analysis 5 8.0 conclusions ••••••••••••••••••••••••••••••••••••••••• ••••••••• ••••• ••••• 6 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 November 8, 2019 Exhibit 23.1 Page 3 of 224 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 List of Appendices Traffic Count Data VISTRO Analysis Results Sustainable Traffic Solutions,. Inc. ii Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado November 8, 2019 Exhibit 23.1 Page 4 of 224 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 on the east side of WCR 59. 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 WCR 59 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 2020, therefore, the short-term horizon is Year 2020. • Long -Term Study Horizon. The Year 2040 will be the long-term horizon because 20 years is a typical long-term planning horizon. • Growth in Background Traffic. A 1% annual growth rate has been assumed for traffic on Market Street. Traffic volumes are not expected to grow on WCR 59. Growth in traffic on WCR 59 will be due to new development that can't be predicted. • 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 traffic study for the development2, 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. • 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 1 2 Weld County Engineering and Construction Criteria. Weld County. April 2012. 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 November 8, 2019 Exhibit 23.1 Page 5 of 224 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 p.m. The deliveries are expected to be made in single unit vehicles. 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 are approximately 15% trucks using the intersections on Market Street. At the mine access, 75% trucks are assumed based on data collected for the study near the Waste Management access. 3.0 Existing Traffic Volumes 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. Using the data that were collected on WCR 59 and WCR 61, the volume of traffic from each development was determined. Those volumes are contained in Table 2. 3.1 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 Sustainable Traffic Solutions,Inc. 2 Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado November 8, 2019 Exhibit 23.1 Page 6 of 224 criteria described in the Highway Capacity Manual'. 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 Morning Peak Hour Evening 1 - Market Street I WCR 18 Stop A A 2 - Market Street. I School Bus Access Stop A A 3 - Market Street / Pippin Lane Stop A A 4- Market Street / 1-76 Westbound Ramp Stop B B 5- Market Street 11-76 Eastbound Ramp Stop B B 6 - WCR 59 / Waste Management Entrance Stop A A 7 - WCR 59 / Waste Management Exit Stop A A 4.0 Site Generated Traffic Volumes 4.1 Trip Generation Mines are not a land use that is addressed in the ITE Trip Generation manual, 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 1124th of those truck trips are expected to occur each hour. 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 3 4 Highway Capacity Manual, 0th Edition. Transportation Research Board. 2016. Trip Generation, 10th Edition. Institute of Transportation Engineers. September 2017. Sustainable Traffic Solutions,Inc. 3 Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado November 8, 2019 Exhibit 23.1 Page 7 of 224 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 WCR 59. WCR 59 is classified as an arterial roadway south of the future WCR 22 alignment and a local road north of WCR 22. The classifications are based on information obtained from the Weld County GIS system that can be viewed on the Weld County website. As shown in Figure 1, the mine access will be from WCR 59 where it is classified as a local road north of the WCR 22 alignment. 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 local road, auxiliary 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 1 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. Sustainable Traffic Solutions,Inc. 4 Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado November 8, 2019 Exhibit 23.1 Page 8 of 224 Intersection Control Morning Background Evening Total Morning Evening 1 - Market Street / WCR 18 Stop A A A A 2- Market Street 1 School Bus Access Stop A A B B 3- Market Street 1 Pippin Lane Stop A A A A 4- Market Street /1-76 Westbound Ramp Stop B B B B 5- Market Street / 1-76 Eastbound Ramp Stop B B B B 6 - WCR 59 / Waste Management Entrance Stop A A A A 7 -WCR 591 Waste Management Exit Stop A A A A 8 - WCR 591 Mine Entrance -- These intersections will not exist in this scenario. Traffic won't 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 I-76 interchange ramps and at Market Street l WCR 18 by the 1% annual growth rate that is 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 S. 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 Evening 1- Market Street / WCR 18 Stop A A A A 4- Market Street / 1-76 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 591 Mine Entrance — These intersections will not exist in this scenario_ Traffic won't stop at this intersection. 9 - WCR 59 / Mine Exit Stop A A Sustainable Traffic Solutions,Inc. 5 Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado Exhibit 23.1 Page 9 of 224 November 8, 2019 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. Sustainable Traffic Solutions,Inc. 6 Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado November 8, 2019 Exhibit 23.1 Page 10 of 224 Tables Table I — 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 November 8, 2019 Exhibit 23.1 Page 11 of 224 Table 1. Existing Daily Traffic Volumes Near the Site Count Location Total Traffic Passenger Vehicles Trucks Percent Trucks WCR 59 South of the Waste Management Access 866 204 662 76% WCR 59 North of the Waste Management Access 492 128 364 74% WCR 59 South of the Al Organics Access South Access 543 198 345 64% WCR 61 South of the Al Organics Access North Access 537 198 339 63% WCR 61 South of the Coors Energy Access 347 147 200 58% WCR 61 South of the DCP Access 310 103 200 65% WCR 61 North of the DCP Access 257 86 171 67% Table 2. Daily Traffic Volumes from Adjacent Developments Development Access Total Traffic Passenger Vehicles Trucks Percent 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 1 - Daily Volumes Exhibit 23.1 Page 12 of 224 11/8/2019 8:23 AM Table 3. Intersection Operational Summary pgigx t7ZZ 1.0 E l- eeed Stop Control Existing Year 2020 Background Year 2020 Total Year 2040 Background Year 2040 Total Evening Delay LOS Morning Evening Morning Evening • Morning Evening Morning Evening Morning Delay I LOS Delay I LOS Delay I LOS Delay I LOS Delay I LOS Delay I LOS Delay iLOS Delay I LOS Delay LOS 2 - Market Street I School Bus Access This intersection will not exist by the Year 2040, This intersection will not exist by the Year 2040, Southbound Left Turn 0.00 A 0.00 A 0.00 A 0.00 A 0.00 A 0.00 A Westbound Left Turn + Right Turn 9.95 A 9.57 A 9.97 A 9.58 A 10.60 B 10.08 B 3 - Market Street I Pippin Lane This intersection will not exist by the Year 2040. This intersection will not exist by the Year 2040. Northbound Left Turn 7.56 A 7.57 A 7.5.6 A 7.58 A 7.70 A 7 fi3 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 Left Turn 7.99 A 7.83 A 8.00 A 7.84 A 8.20 A 7.91 A 8.43 A 8.57 A 8.61 A 8.67 A Westbound Left Turn + Thru + Right Turn 14.79 B 12.69 B 14.88 B 12.75 B 14.40 B 10.76 B 14.71 B 13.85 B 15.00 B 13.71 B 5 - Market Street 11-76 Eastbound Ramp Southbound Left Turn 7.96 A 7.79 A 7.97 A 7.79 A 8.06 A 7.82 A 8.38 A 8.27 A 8.46 A 8.31 A Eastbound Left Turn + Thru + Right Turn 10.57 B 10.28 B 10.58 B 10.31 B 11.43 B 10.98 B 15.10 C 16.93 C 17.07 C 20.66 C 6 - WCR 59 I Waste Management Entrance Northbound Left Turn 7.97 A 7.92 A 7.97 A 7.92 A 8.15 A 8.00 A 7.97 A 7.92 A 8.11 A I 8.00 A 7 - WCR 59 I Waste Management Exit Eastbound Right Turn 9.06 A 9.11 A 9.06 A 9.11 A 9.42 A 9.26 A 9.06 A 9.11 A 9.42 A I 9.26 A 8 - WCR 59 I 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 I Mine Exit This intersection does not exist. This intersection will not exist in this scenario. This intersection will not exist in this scenario. Westbound Left Turn 9.74 A 9.49 A 9.64 A 9.49 A All -Way Stop Control Existing Year 2020 Background Year 2020 Total Year 2040 Background Year 2040 Total Morning Evening Morning Morning Delay I T LOS I Evening Delay I LOS Morning Delay I LOS Evening I Delay I LOS Morning Delay LOS Evening Evening Delay I LOS . Delay I LOS Delay I LOS Delay I LOS * Delay LOS 1 - Market Street 1 WCR 18 7.80 A 7.55 A 7.81 A 7.55 A 8.34 A 7.81 A 7.75 A 7.89 A 8.07 A 8,22 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 8.18 A 8.37 A Eastbound Thru + Right Turn 7.45 A 6.63 A 7.45 A 7.14 A 7.67 A 7.31 A 7.43 A 7.52 A 7.58 A 7.73 A Westbound Left Turn + Thru 7.99 A 5.74 A 7.99 A 7.84 A 8.77 A 8.19 A 7.96 A 8.13 A 8.44 A 8.53 A Colorado Sand Company 3 -LOS 11/7/2019 4:27 PM Table 4. Trip Generation Estimate Daily Trips Total In Out Passenger Vehicles (Employees Working in the Quarry) 136 68 68 Passenger Vehicles (Office Staff) 16 8 8 Hauling Aggregate 878 439 439 Customer Truck Drivers Single Unit 14 7 7 Truck (Deliveries) 1,044 522 522 Total Morning Peak Hour Total In Out Passenger Vehicles (Employees Working in the Quarry) 34 0 34 Drivers Hauling Aggregate 36 18 - 18 Customer Truck 70 - 18 52 Total Evening Peak Hour Total In Out Passenger Vehicles (Employees Working in the Quarry) 34 34 0 Passenger Vehicles (Office Staff) 8 0 8 Drivers Hauling Aggregate 36 18 18 Customer Truck 78 52 26 Total 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 4 -Trip Gen 11/7/2019 4:27 PM Exhibit 23.1 Page 14 of 224 Figures Figure 1 — Vicinity Map Figure 2 — Mine Plant Site Plan Figure 3 — Existing Traffic Volumes Figure 4 — Existing Traffic Volumes Morning Peak Hour 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 18 — 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 November 8, 2019 Exhibit 23.1 Page 15 of 224 trZ Jo 9 4 abed 4 '£z 1!q!l-1x3 -17Z Jo L 4 abed Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 3. Existing Traffic Volumes - Morning Peak Hour WCR 18 1-76 EB Ramps School Bus Access f er CO Carl WM Entrance 1 caO c V Pippin Lane WM Exit Colorado Sand Company TIS Weld County, CO 1-76 WB Ramps cia Can 1 N CO J 2 VT 11/8/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 18 of 224 Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 4. Existing Traffic Volumes - Evening Peak Hour 1 WCR 18 i r School Bus Access 1-76 EB Ramps WM Entrance 1 Pippin Lane CA 8 WM Exit cin Colorado Sand Company TIS Weld County, CO 1-76 WB Ramps 21, CuYjzs O 11/8/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 19 of 224 Generated with PTV Version 2020 (SP 0-0) Colorado Sand Company TIS Weld County, CO Figure 5. Laneage and Traffic Control - Existing VCR 18 1-76 EB Ramps (5D ,k-sa) \\\„_ „e„ -Y/' School Bus Access Pippin Lane 1-76 WB Ramps cv-sr 11/8/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 20 of 224 Generated with Version 2020 (SP 0-0) PTV VISTRO Colorado Sand Company TIS Weld County, CO Figure 5. Laneage and Traffic Control Existing pit p rori u rai screen hot reprinted wiih p errnit 4 hn from Mitrose' fi c WM Entrance WM Exit SIS r 11/8/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 21 of 224 17ZZJoZZeoed Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 7. Trip Assignment - Morning Peak Hour WCR 18 School Bus Access 1-76 EB Ramps WM Entrance ci 1 C 0 a Pippin Lane 1 8 WM Exit C Colorado Sand Company TIS Weld County, CO 1-76 WB Ramps cri co 11 1 0CD Mine Entrance 0 11/8/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 23 of 224 Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 7. Trip Assignment - Morning Peak Hour ! ' to.. oft J 0. �t �. -hoot tipprinted rinte d with permit ni -firma Mitwsofi Cr) Mine Exit Colorado Sand Company TIS Weld County, CO 11/812019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 24 of 224 Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 8. Trip Assignment - Evening Peak Hour WCR 18 School Bus Access 1-76 EB Ramps WM Entrance C O a Pippin Lane p) WM Exit C (4) Colorado Sand Company TIS Weld County, CO 1-76 WB Ramps 11 1 Jec,_ Mine Entrance 0) 26 4 11/8/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc.. Exhibit 23.1 Page 25 of 224 Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 8. Trip Assignment - Evening Peak Hour ! ' to.. oft J 0. �t �. -hoot tipprinted rinte d with permit ni -firma Mitwsofi Cr) Mine Exit Colorado Sand Company TIS Weld County, CO 11/812019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 26 of 224 Generated with PTV Version 2020 (SP 0-0) VISTRO Colorado Sand Company TIS Weld County, CO Figure 9. Year 2020 Background Traffic Volumes - Morning Peak Hour WCR R 18 1-76 EB Ramps N r School Bus Access WM Entrance 0 V Pippin Lane �O5 WM Exit 1-76 WB Ramps cia Can 1 C CO a 2 11/8/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 27 of 224 Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 10. Year 2020 Background Traffic Volumes - Evening Peak Hour WCR 18 73Tht ; 4 r 1-76 EB Ramps e2:\ srewr b2P eTh 1 lir N School Bus Access WM Entrance v)1 i c3 <3) I Pippin Lane Jj WM Exit Colorado Sand Company TIS Weld County, CO 1-76 WB Ramps NI CO 11 -,1 11/8/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc, Exhibit 23.1 Page 28 of 224 Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 11. Year 2020 Total Traffic Volumes - Morning Peak Hour WCR 18 School Bus Access 1-76 EB Ramps WM Entrance M caO V Pippin Lane 3 0a a At) WM Exit Colorado Sand Company TIS Weld County, CO 1-76 WB Ramps Mine Entrance a) r Ca CO 11/8/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc.. Exhibit 23.1 Page 29 of 224 Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 11. Year 2020 Total Traffic Volumes - Morning Peak Hour ! ' to.. oft J 0. �t �. -hoot tipprinted rinte d with permit ni -firma Mitwsofi Cr) Mine Exit Colorado Sand Company TIS Weld County, CO 11/812019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 30 of 224 Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 12. Year 2020 Total Traffic Volumes - Evening Peak Hour WCR 18 School Bus Access k,„ 1 r a U 1 1-76 EB Ramps WM Entrance ik-r ') Q) <3) Pippin Lane O CI CO WM Exit Colorado Sand Company TIS Weld County, CO 1-76 WB Ramps 11 Mine Entrance 11/8/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc, Exhibit 23.1 Page 31 of 224 Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 12. Year 2020 Total Traffic Volumes - Evening Peak Hour ! ' to.. oft J 0. �t �. -hoot tipprinted rinte d with permit ni -firma Mitwsofi Cr) Mine Exit Colorado Sand Company TIS Weld County, CO 11/812019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 32 of 224 Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 13. Laneage and Traffic Control - At the Mine Accesses w. raft pr ri w; rs1 str.rpen ' haf reprinted with p'rrr is 9i rm from MArrr s ri Corium- WM Entrance WM Exit I Mine Entrance Colorado Sand Company TIS Weld County, CO Mine Exit 11/8/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 33 of 224 Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 14. Year 2040 Background Traffic Volumes - Morning Peak Hour WCR 18 1-76 WB Ramps WM Exit 1-76 EB Ramps t/Ft Na 03 03 Colorado Sand Company TIS Weld County, CO WM Entrance C) 11/8/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 34 of 224 Generated with PTV Version 2020 (SP 0-0) VISTRO Figure 15. Year 2040 Background Traffic Volumes - Evening Peak Hour WCR 18 16 2. 99 r 50 C31 02 1-76 WB Ramps WM Exit 1-76 EB Ramps eA zap rso Q)O) r in en Colorado Sand Company TIS Weld County, CO WM Entrance 11/8/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 35 of 224 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. 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 November 8, 2019 Exhibit 23.1 Page 38 of 224 TMC1_AM Market apex- esign WC R 18 N 4.1 ,N. Peak w -di(. Date: iue, Sep 110,201' fry�c Period: 5:00 AN1 to 9:00AM s Hour: 6:30 AV1 to 7:30 AN/1 WCRIS liss-E � kHer 6 <Cr O01 `"4 a 31 A .___I, 75 D Arinos, C ' F}HF= � � 63 0 46 TEM 1.84ti' WCR1$ L LII Nal g n r le „ A, rs 01) R Peak Hour Summary Time WCR 18 WCR 18 Market St nWa 1S -min Total Roiling Hour Eastbound UT LT TH RT Westbound UT LT TH RT Northbound UT LT TH RT Southbound UT LT TH RT 6:30 AM 6:45 AM 7:00 AM 7:15 AM 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 Bicycles Pedestrians EB WB NB SB Total ER WB NB SR Total 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 Exhibit 23.1 Page 39 of 224 TMC1_AM C1_AM Summary Time WO 18 WAR 18 Market St Oa Total Rolling Hour Eastbound UT LT TH ITT Westbound UT LT TH RT Northbound UT LT TH RT Southbound UT LT TH ITT 5:00 AM 5:15 AM 5:30AM 5:45 AM 6:00 AM 6:15 AM 0 0 2 4 0 0 1 8 0 0 4 4 0 0 5 7 0 0 5 5 1 0 5 3 0 4 1 0 0 1 0 0 0 1 0 0 0 2 0 0 0 1 0 0 0 2 0 0 0 2 0 3 0 4 0 2 0 11 0 11 0 11 0 9 0 14 0 12 0 17 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 16 16 31 34 37 37 0 0 0 97 118 139 6:30 AM 0 0 2 11 0 6 2 0 0 18 0 12 0 0 0 0 51 159 172 180 184 6:45 AM 7:00 AM 7:15AM 0 0 5 14 0 0 1 18 0 0 4 20 0 5 1 0 0 9 3 0 0 5 0 0 0 14 0 8 1 7 0 6 0 4 0 8 0 0 0 0 0 0 0 0 0 0 0 0 47 45 41 7:30AM 7:45 AM 8:00 AM 8:15 AM 8:30AM 8:45 AM 0 0 2 16 0 0 7 9 0 0 5 10 0 0 9 7 0 0 5 3 0 0 5 3 0 6 2 0 0 6 1 0 0 8 2 0 0 4 3 0 0 4 1 0 0 5 4 0 0 14 0 11 0 11 0 7 0 11 0 2 0 13 0 10 0 12 0 8 0 5 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 51 41 38 46 33 28 184 178 171 176 158 145 Count Total 1 0 67 142 0 69 20 0 1 168 0 124 0 0 0 0 592 0 Peak Hour 0 0 12 63 0 25 6 0 1 43 0 34 0 0 0 0 184 0 PH HV % 5.33% 45.16% 21.79% - PHF 0.78 0.65 0.65 - Time Heavy Vehicles Bicycles Pedestrians ER WB NB SB TOtal ES WB NB SB Tod East West North South Total 5:00 AM 5:15 AM 5:30AM 5:45 AM 6:00 AM 6:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0 6:45 AM 7:00 AM 7:15 AM co DO cn 0 0 0 to en v' "-I e ell rl r-1 eq 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30AM 7:45 AM 8:00 AM 8:15 AM 8:30AM 8:45 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 0 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 31 46 64 0 141 I 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 Exhibit 23.1 Page 40 of 224 TMC2_AM M (Sji apex iesiqn 31 i Pippinarket LnSt Date: Tue, Sep 10, 2019 N E Period: 5:00 AM to 9:CC AMV Peak Hour:`* 5:3 0 AM to 7 :3 C AM � ice �: � -,;, I 4 I Li) 1 au ".................❑ ❑ ❑ ❑ �... ......._.......... 0 ilL, Driveway 0 0 itt‘ Lel a Peak Hour << t-i i o • _ o a iik AfAiiii. 5 3 c a 5 TEk{' i$2 N"` 0 PippinLit 0da -..............❑❑❑E❑❑........... ...._..... gAi nntr o . I ell III ve 1. AA ( ) A Peak Hour Summary Time Pippin Ln Driveway Market St Market St 15 -mien Total Roiling Hour Eastbound UT LT TH RT Westbound uT LT TH RT Northbound UT LT TH RT Southbound UT LT TH RT 6:30 AM 6:45 AM 7:00 AM 7:15 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 1 0 0 0 2 0 0 0 0 31 2 0 0 22 1 0 0 15 0 0 1 14 2 0 0 16 0 0 0 20 0 0 0 25 0 0 0 25 0 52 43 41 46 0 0 0 182 Peak Hour 0 0 0 3 0 5 0 0 0 1 82 5 0 0 86 0 182 - Heavy Vehicle Totals Rio+ des Pedestrians ER WB NB SR Total ER WRNB SR TO#aI East West North South Total 6:30 AM 6:45AM 7:00 Am 7:15 AM 0 2 4 4 10 0 0 6 2 8 0 1 3 4 8 0 0 4 5 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 0 3 17 15 35 0 0 0 0 0 0 0 0 0 0 Nathan Warren: (720) 660-4042 nat ha n.wa rre n@apexdesignpc.com Exhibit 23.1 Page 41 of 224 TMC2_AM Summary Time Pippin Ln 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 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 0 0 0 84 103 118 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 22 1 0 0 15 0 0 1 14 2 0 0 20 0 0 0 25 0 0 0 25 0 43 41 46 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 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 2 0 0 0 2 0 0 0 2 0 0 0 1 0 0 0 2 0 0 0 2 0 0 0 0 23 1 0 0 17 2 0 1 14 5 0 0 23 1 0 0 20 2 0 0 10 1 0 0 22 0 0 0 15 0 0 0 18 0 0 0 11 0 0 0 7 0 0 0 8 0 49 36 41 36 31 21 179 172 172 162 144 129 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 ER WB NB SB Total ER WB NB SB Total East West North South Total 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0 00 co cn 1N ct try Ca m itir r{ J r{ 6:45 AM 7:00 AM 7:15AM 0 0 0 0 0 0 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 AM 7:45 AM 8:00 AM 8:15AM 8:30 AM 8:45 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 0 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 Exhibit 23.1 Page 42 of 224 TM_AM Market StciAc), 3 A apexdescin I.75 Westbound Ramps Peak Date; TThe, Sep 10, 2019 Period: 5:00 AM to 9:O0 AM Hour: 6:30 AM to 730 AM V\ 1 g lill NM 0 43 A, A'.,. 1 4., V 17eX C ` ❑❑ 1 1 laisVeAStbOLInd Ramps Q A41L PeakHour 5 t-16 1130 I I 1 1 l 1 _ 0 4*-- 7 n I l a 0 1' 4 17 0 ini rr t 0 14 Q PH F: 0-88 Q TEV: 342 1-76 Westbound Ramps o Cal _..............�� 1❑❑❑ f 0 0 nil I r in 9 ' a i o AA 0 Peak Hour Summary Time 1-76 Westbound Ramps I-76 Westbound Ramps Market St Market St 15 -min Total Rolling Hour Eastbound UT LT TH RT Westbound UT LT TH RT Northbound UT LT TH RT Southbound UT LT TH RT 6:30 AM 6:45 AM 7:00 AM 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 5 2 1 0 4 0 3 0 4 0 1 0 41 33 0 0 45 22 0 0 24 11 0 0 32 16 0 0 0 8 11 0 0 13 7 0 0 16 9 0 0 21 9 97 95 67 83 0 0 0 342 Peak Hour 0 0 w 0 0 0w 17 2 5 0 142 82 0 0 0 58 36 342 - Time Heavy Vehicle Totals Bicycles Pedestrians ER WB NB SR Total EB WB NB SB Total East West North South Total 6:30 AM 6:45AM 7:00 AM 7:15AM 0 0 0 0 0 5 6 11 1 7 2 10 0 5 4 9 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 Peal{ 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 Exhibit 23.1 Page 43 of 224 TMC3_AM Summary Time I -IS Westbound Ramps I -IS 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 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 2 0 2 0 3 0 4 0 4 0 0 0 34 6 0 0 24 6 0 0 48 22 0 0 57 17 0 0 37 26 0 0 37 24 0 0 0 4 2 0 0 8 1 0 0 4 3 0 0 8 0 0 0 6 0 0 0 3 2 47 39 79 86 76 70 0 0 0 251 280 311 6:30 AM 0 0 0 0 0 4 0 0 0 41 33 0 0 0 8 11 97 329 338 329 342 6:45 AM 7:00 AM 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 5 2 1 0 4 0 3 0 4 0 1 0 45 22 0 0 24 11 0 0 32 16 0 0 0 13 7 0 0 16 9 0 0 21 9 95 67 83 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 5:45 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 1 0 1 0 7 0 2 0 5 0 2 0 1 0 1 0 2 0 0 0 1 1 0 0 36 24 0 0 29 16 0 0 37 18 0 I 0 24 23 0 0 28 23 0 0 18 11 0 0 0 16 9 0 0 10 7 0 0 13 8 0 0 8 4 0 0 5 4 0 0 6 4 87 71 83 61 62 41 332 308 324 302 277 247 Count Total 0 0 0 0 0 45 3 18 0 551 298 0 0 0 149 80 1,144 0 Peak Hour 0 0 0 0 0 17 2 5 0 142 82 0 0 0 58 36 342 0 PH HV % - 4.17% 10.27% 19.15% PHF - 0.75 0.76 0.78 Time Heavy Vehicles Bicycles Pedestrians ER WB NB SB Total ER WB NB SR Total East West North South Total 5:00 AM 5:15 AM 5:30 AM 5:45 AM 6:00 AM 6:15 AM 0 0 4 2 6 0 0 3 0 3 0 0 3 1 4 0 1 4 1 6 0 1 6 0 7 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 6:30 AM 0 0 5 6 11 0 0 0 0 0 0 0 0 0 0 6:45 AM 7:00 AM 7:15AM 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 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 0 0 10 4 14 0 1 10 4 15 0 1 10 7 18 0 1 11 2 14 0 1 11 5 17 0 1 10 4 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 8 111 48 167 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 Exhibit 23.1 Page 44 of 224 TMC4 AM Market St c A to- apexclesign 1-76 Eastbound Ramps Date: The, Sep 10, 2019\i" N , :: , Period: 5:0C AM to 9:00 AM Peak Flour: C:0C AM to 7:00 AM ec I, co 4"el‘sk, lit ~ `- ,f ' ' - ,_ 40) i Ill ii 0 I-16 Eastbound Ramps A Q Peak HourIr0 aal. Q r-- i 0 S4 111% Q _ 135 i 1 c �t PH F: 0.360Q 17 TE V. 426 1-76 Eastbound Rampsk ........... ... ....,........... a.. il o a a 4. A A, Peak Hour Summary Time 1-76 Eastbound Ramps 1-76 Eastbound Ramps Market St Market St 15 -min Total Rolling Hour Eastbound UT LT TH RT Westbound UT LT TH RT Northbound UT LT TH RT Southbound UT LT TH RT 6:00 AM 6:15 AM 6:30 AM 6:45 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 9 0 0 0 7 0 0 1 11 0 0 0 17 0 90 98 124 114 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 Vehicle Totals Bicycles Pedestrians EB WB NB SB Total EB WB NB SB Total East West North South Total 6:00 AM 6:15 AM £:30 AM 6:45 AM 2 6 1 10 0 5 0 7 0 4 0 10 0 5 1 7 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 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 Exhibit 23.1 Page 45 of 224 TMC4_AM 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 5:00 AM 5:15 AM 5:30 AM 5:45 AM 0 3 0 5 0 2 0 7 0 8 0 15 0 5 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37 0 0 0 28 2 0 0 63 0 0 0 67 1 0 1 4 0 0 0 7 0 0 1 5 0 0 0 9 0 50 46 92 91 0 0 0 279 6:00 AM 6:15 AM 0 9 0 15 0 8 0 25 0 0 0 0 0 0 0 0 0 0 54 3 0 0 54 4 0 0 9 0 0 0 7 0 90 98 319 371 403 426 6:30 AM 0 11 0 33 0 0 0 0 0 0 64 4 0 1 11 0 124 £:45 AM 0 9 0 25 0 0 0 0 0 0 58 5 0 0 17 0 114 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 0 4 0 28 0 6 0 25 0 9 1 24 0 6 0 34 0 2 0 15 0 9 0 26 0 9 1 10 0 7 0 26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33 3 0 0 42 1 0 0 52 0 0 0 35 3 0 0 53 1 0 0 39 1 0 0 41 2 0 0 24 0 0 0 21 0 0 0 25 0 0 0 17 0 0 0 17 0 0 0 18 0 0 1 8 0 0 0 6 0 0 1 7 0 89 99 103 95 89 84 69 65 425 426 405 386 386 371 337 307 Count Total 0 107 2 322 0 0 0 0 0 0 744 30 0 5 188 0 1,398 0 Peak Hour 0 37 0 98 0 0 0 0 0 0 230 16 0 1 44 0 426 0 PH HV % 14.07% - 7.72% 2.22% PHF 0.77 - 0.90 0.66 Time Heavy Vehicles Bicycles Pedestrians ES WB NB SB Total ER WR NB Se Total East West North South Total 5:00 AM 5:15 AM 5:30 AM 5:45 AM 1 0 4 2 7 2 0 3 0 5 1 0 3 1 5 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 6:15AM 2 0 5 0 7 6 0 4 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 AM 1 0 5 1 7 0 0 0 0 0 0 0 0 0 0 6:45 AM 10 0 5 0 15 0 0 0 0 0 0 0 0 0 0 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 5 0 4 1 10 6 0 4 2 12 8 0 4 3 15 4 0 7 1 12 5 0 9 1 15 11 0 4 2 17 7 0 3 3 13 13 0 4 2 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 82 0 72 19 173 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 Exhibit 23.1 Page 46 of 224 TMC1_PM Market apex-desgn St i WCR 18 N ,, A ,,- .' .4., -wil 1s- E Date: Tue, Sep! 10, 2019 fu..., Period: 4:00 }M tD 8:00 PM 5 Pedk Hour: 4:30'M to 5:30 PM WCR 13 Peak Hour - 23<< ac-SPD 0 R8 . r 1 r 1 37 �' r34 i 0 5 r ` 7 o srr V� r 1 > • >> 72 �,C TEV: 196 walls 0 n 4 ri n n r w .,, ry v . A A Peak Hour Summary Time WCR 18 WCR 18 Marken St nWa 1S -min Total Roiling Hour Eastbound UT LT TH RT Westbound UT LT TH RT Northbound UT LT TH RT Southbound UT LT TH RT 4:34 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 4 4 0 0 11 9 0 0 8 5 0 0 11 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 Vehicle Totals Bicycles Pedestrians EB WB NB SB Total ER WB NB SR Total East West North South Total 4:30 PM 4:45 PM 5:00 PM 5:15 PM 4 2 4 0 6 4 2 2 0 8 2 5 2 0 9 3 1 2 0 6 0 4 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 4 4 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 Exhibit 23.1 Page 47 of 224 TMC1_PM Summary Time Iwo 18 wag is Market St n/a 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 6 0 0 0 10 6 0 0 13 0 4 0 7 0 2 0 0 0 0 0 0 0 0 32 36 0 0 4:30 PM 0 4 4 0 0 10 0 7 0 0 0 0 42 0 164 186 196 4:45 PM 0 11 9 0 0 12 0 5 0 0 0 0 54 5:00 PM 5:15 PM 0 8 5 0 0 11 5 0 0 12 0 2 0 11 0 3 0 0 0 0 0 0 0 0 54 46 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 T -I l_J �J LJ l N �J 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 7 4 0 0 5 1 0 0 4 2 0 0 3 2 0 0 6 1 0 0 2 2 0 0 2 1 0 0 2 1 0 0 1 1 0 0 11 0 4 1 13 0 3 0 7 0 4 0 8 0 0 0 13 0 2 0 12 0 1 0 4 0 2 0 8 0 3 0 5 0 2 0 2 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 0 0 0 0 0 0 0 0 0 0 0 33 39 25 23 33 23 15 20 13 7 187 172 143 120 120 104 94 91 71 55 Count Total 1 0 15 154 0 87 44 0 1 148 0 45 0 0 0 0 495 0 Peak Hour 0 0 5 72 0 34 23 0 0 45 0 17 0 0 0 0 196 0 PH HV % 11.69% 17.54% 16.13% - PHF 0.71 0.71 0.91 - Time Heavy Vehicles Bicycles Pedestrians ES 'WEB SIR SB Total ES WB NB SB Tatai East West North South Total 4:00 PM 4.15 PM 0 1 2 0 3 2 7 1 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 2 4 0 6 0 0 0 0 0 0 0 0 0 0 4:45PM 4 2 2 0 8 0 0 0 0 0 0 0 0 0 0 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 5:00 PM 5:15PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 3 0 1 0 4 3 1 0 0 4 1 1 0 0 2 1 0 1 0 2 5 2 3 0 10 1 2 2 0 5 0 0 0 0 0 0 0 1 0 1 2 1 1 0 4 0 2 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 PM 6:45 PM 7:00 PM 7:15 PM 7:30 PM 7:45 PM Count Total 27 27 22 0 76 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 Exhibit 23.1 Page 48 of 224 TMC2_PM I market StM i a apexdes.g n Pippin L,n Date: Tue, Sep 10; 2019 N % e Peak Period: 4:00 PM to R:00 PM Hour: 4:30 PM to 5:30 PM ti it* �.. • '�': S f E :U: Us 4.1 I HIIJIIU 1 II 0 Driveway 0 Peak Hour 0 ' <4C 3 �0 0 9 0 D o ;k: >> • 2 Q PH F= 0.9 o I IC TES`_ 1.79V Pippin Ln ► 0 Li ......,....... nntr dig al a ei a r ir eJO A 0 tillil 0 Peak Hour Summary Time Pippin In Driveway 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 4:30 PM 4:45 P M 5:00 PM 5:15 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 0 2 16 2 0 0 14 0 0 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 Vehicle Totals Bicycles Pedestrians ER WB NB SB Total EB WB NB SB Total East West North South Total 4:30 PM 4:45 PM 5:00 PM 5:15 Pry! 0 1 0 1 0 0 0 0 4 0 S 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 Peal{ 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 Exhibit 23.1 Page 49 of 224 TMC2_PM Summary Time Pippin~ Ln 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 4:15 PM 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 0 0 13 0 0 1 18 0 37 32 0 0 4:30PM 0 0 0 2 0 2 0 0 0 1 16 0 0 0 19 0 40 0 159 170 179 4:45 PM 0 0 0 0 0 3 0 0 0 2 16 2 0 0 27 0 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 0 0 34 0 0 0 26 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 19 0 0 0 17 0 0 0 14 0 0 0 12 0 0 0 19 0 0 0 6 0 0 0 6 0 0 0 9 0 0 0 2 0 0 0 2 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 Tim Heavy Bicycles Pedestrians ES WB NB SB Total ER WB NB SB Total East West North South Toll 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 4:45 pro 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 Exhibit 23.1 Page 50 of 224 TMC3_PM Market St i e tit ea ape design 1-76 Westbound -s Ramps Date: Tue, f S e p 10, 2019 N `‘. -e ; , Period: 4:00 PM LC) 8:00 PMN. Peak Hour: 4:45 Pi+ I to 5:45 PM t; +� AO Cb -ICI Sew '� ' E 11. 4.1 I Lk tt L3 0 \ilk 1-76 Westbound Ramps o - peak Hour 1 <<`� 160 r-- I 1 o is 14 :L-- >> 0 PH F: 0-83 0 0 TE V: 321 1-76 Westbound Ramps o }, <...----LJn ■ n it r I o M g Y et 0 A Peak Hour Summary Time 1-76 Westbound Ramps 1-76 Westbound Ramps Market St Market St 15 -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 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 Ow 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 4:45 PM 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 Exhibit 23.1 Page 51 of 224 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 5:15P 5:30 M 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 00 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 1 7 2 10 0 0 7 4 11 0 1 7 1 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 4:45 PM 0 1 4 5 10 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 4 3 7 0 0 0 0 0 0 0 0 0 0 0 0 4 5 9 0 1 3 3 7 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 6:45 PM 7:00 PM 7:15 PM 7':30 PM 7:45 PM _ 0 2 1 3 6 0 0 1 2 3 0 1 0 1 2 0 1 5 6 12 0 0 1 1 2 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 2 1 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 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 Exhibit 23.1 Page 52 of 224 TMC4_PM Market St apexdesign 1-76 Eastbound Ramps Date: Tue, Sep 10,2019 N ,€ _-. / \ ,....-, `"" Period: 4:00 PM to 8:CC DM4 Peak Hour: 4:45 PM to 5:45 DM M qt 0 io ch le }— . E 41.) I lieu S ❑❑❑❑❑❑ a 0 I -T6 Eastbound Ramps o Peak Flour E tt.m 0 ;I a‹.< ‘-1 0 C� ' l _) i iipm•ii 21 0 a D 0 4 O > 1 a 0 2O2 f c Q .47-- PH F: 0.95 > I Ile Vi. TEV 502 1-76 Eastbound Ramps o e El li [ - , iv n4nir5 a o ;Et in lik r. P A. n 0 La Peak Hour Summary 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 0w 0 0 0 0 w 0w 175 27 0 4 94 0 502 Time Heavy Vehicle 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 5:30P 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 Exhibit 23.1 Page 53 of 224 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 4:15 4:30 PM 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 2 12 0 0 3 15 0 0 1 23 0 101 98 102 0 0 0 4:45 PM 0 7 0 46 0 0 0 0 0 2 21 0 125 426 457 480 502 5:00 P M 0 4 1 39 0 0 0 0 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 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-4 hi 1-4 r.} w 1-4 w w r wa0VI o 1-4 1-4 N 0 C!1 I-i N w a 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 Tlnre Heavy Vehicles Bicycles Pedestrians ES WB NB SB Total. ER WB NB SB Total East West North South Total. 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 4:45P M 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 5:15 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 6:45 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 Exhibit 23.1 Page 54 of 224 ].!CI«{X 99 abed Vehicle Volume Report - Hourly Site Description: WCR 59 5/O Waste Management Access Site Number: ADT1 Start Date: 9/10/2019 aoexdesi a n Time Monday Tuesday Wednesday Thursday Friday Saturday Sunday 3 Day Ave 5 Day Ave 7 Day Ave 9/19 9/10/19 9/11/19 9/12/19 9/13/19 9/14/19 9/15/19 Tug Thu Mon -Fri Mon -Sun NB SB NB SB NB SB NB SB NB SB 1 NB SB NB SB NB SB NB SB NB SB 12:00 AM - - 4 4 - - - - 1:00 AM - - 3 4 - - - - - - - - - - - - - - - - 2: 00 AM - - 6 0 - - - - - - - - - - - - - - - - 3:00 AM - - 4 7 - - - - - - - - - - - - - - - - 4:00 AM - - 6 7 5:00 AM - - 39 3 6:00AM - - 25 15 7:00 AM - - 43 13 - - - - - - - - - - - - - - - - 8:00AM - - 37 34 - - - - - - - - - - - - - - - - 9:00 AM - - 35 31 - - - - - - - - - - - - - - - - 10:00 AM - - 39 37 11:00 AM 7 - - 32 43 12:00 PM I - - 22 38 1:00 PM - - 41 30 - - - - - - - - - - - - - - - - 2:00 PM - - 22 33 - - - - - - - - - - - 3:00 PM - - 17 37 - - - - - - - - - - - - - - - - 4:00 PM _ - - 8 34 5:00PM - - 9 26 - - - - - - - - - - - - - - - - 6:00PM - - 7 20 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 PNI 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 12:00AM- 12:00 AM 0 0 423 443 0 0 0 0 0 0 0 0 0 0 0 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 35 30 25 20 15 10 5 -O Southbound 20 1c 10 5 0 O' y`+w. �� f~ ict Monday L� ��JJ~i Tuesday J N9- Wednesday ~ Thursday +J ..S 4)J Friday �a -Saturday Sunday ~ `,/ Monday fit Tuesday e 1J v Wednesday Thursday O Friday O Saturday t� � � � if Nathan Warren: (720) 660-4048 nathan.warren@apexdesignpc.com apex Vehicle Classification Report - Hourly Stte Description: WOO 591/0 Waste Management Access Site Number: ADM Start Date: 9/10/2019 Class 1 Motorcycles Class 2 . Passenger Cars Class 3 - Other Two-Avle. Louerne Single Unit Vehicles Class 4 Buses Class 5 Two-Asle, %n Tne, %ngle.Unit Trucks Class 6 - Three -Axle Single-41ml Trucks Class 2 - Four or More Arle Single -Unit Trucks Class B - Four or Fewer Ayle Single.Traller Trucks Class 9 - Lwe.Arle Single.Traller Trucks Class 10- Sr or More ANe Single -Trailer Trucks Class 11 . Liven, fewer Asle Multl-Trall[r Trucks Class 12 -1 4. Mulls -Trailer Trucks Class 13- Seven or More Avle Mulls Trailer Trucks 423 4 66 43 29 65 ]t 0 0 138 ) 0 0 D 100.0% 09% 15.6% 10.1% 6.9% 15.4% 16.8% 0.0% 0.0% 32.6% 1.2% 0.0% O0% 0.0% 443 3 50 38 33 92 83 0 0 110 29 0 0 5 100.0% 0.0% 11.3% 8.6% 2.4% 20.0% 18.2% 0.0% 0.0% 24.8% 65% 0.0% 00% 1.1% 866 ) 116 01 62 152 154 0 0 248 36 0 0 5 100.0% a8% 13.4% 9.4% 2.2% 18.1% 108% 0.0% 0.0% 28.6% 4.2% 00% 00% 0.6% Nathan Warren. ()201660.4038 nathan. warren@apesCesignpc.com apex Vehicle Speed Report - Hourly t00esenp06, CP595/0 Waste Management Access 50rt MU; 9/10 9/10/2019 Posted Speed llmtt 55 %7900050 erage5.90 %o 59 50.4 ,,40 497 mph 50th Percentile 50.9 mph 49.8 mph 860, Percent. 591 mph 58.4 mph 9561 Percentile 65.2 mph 65.1 mph 11 32 81 69 82 61 36 13 6 2 1 0 0 0 0 139 32.9% 39 92% 9 2.1% 100.00 0.0 00% 0.70 0.0% 0.0% 2.6% 9.0% 19.1% 16.1% 19.40 19.1% 8.5% 3.1% 1.4% 0.5% 0.3% 0.0 0.00 0.00 0.0% 443 0 0 23 3 11 38 106 108 64 11 12 6 2 108 24.4% 31 1.2% 10 2.3% 100.0% 0.0% 0.0% 05% 0.1% 0.1% 2.5% 8.6% 1464% 13.9% 14.4% 14.4% 5.0% 2.1% 14% 0.5% 0.6% 0.0% 00% 0.0% 0.0% sag a 0 53 3 22 16 145 125 190 145 52 25 12 4 3 0 0 0 242 28.5% 11 8.1% 19 2. 2% 100.0 0.0% 0.00 0.6% 0.3% 0.3% 2.50 8.6% 16.2% 20.2% 21.9% 16.2% 6.1% 29% 1.4% 0.5% 0.3% 0.0% 0056 0.0% 0.0% ©oaaaeasaoaaeaoaaaeaaamaa IIIMINIIMMIIIIMMIIIIIIIIIIIIIIIMMMIMIUMMIIIMMEMIIMMEISTIEWIIINNIIEN IIIMIIIIMIIIIIaeeoaeeaaeeeaaaeaaeeaETIaaITS 3eoaaaeaaaaaaaaaaoaeaaaEIMa IIIIIIIMIUMMeaaeMMMIIMmaaaaaoeeamIMImEIEaINS ®eeeeeeeaaa IIMEeaoaaaaaeamaaaeaEaaa®MIaMEMIa® !IIMEMEMINMENNEMEMMERINIIIIIMEEMEMEMENEMEZEMEIMIIIIIIMMINIMMI IIIIIIIIIIIIMIIIIMIIIMIMMIIMMEMMEMMIIIIIIIIIIIMMIMMEIMMEMIMI MIIIIIIIIMINIIIIMMIMMIIMIIIIMIIMMMIIIIIIIIIIMMMIMIIIIIMICIMMINIIIIIIIIIMI ®eeaaaaaaaaaaaaeeaaeomaEEIaITI WMMIIIIIIIIMMMIMINIIIIIIMMIEWIIIIIIIMIIMINEMMEIMIIIIIIIMEEIMIIIISIMMES ®eaeaeaaeaaaaoaeeeeeeaIIIIMaa MOIMMINIMIIIIIIMIIIIIMMEMMIIIIMMIIIIIIIIIIMMEMMIIIINIIMMEIMMEEMMIETI MINIIaeaeaoaaaeaeaeaooaeaaNIEIaEERIa =IIMIIIIIIIMMIMMIIIMMEMIIIIIIIIIIMIMIIIIIIMMMEMIIIIIIIIIMIENTIS -aaaaaaaaaaaaaaeaaeaea�ama IMIIMIIIIIIIIMMEMIIMMIIIIIMMEMMIIIIIINIIMMIIIMIWNIIIINITI IIIMIIIIIIMMEMEIMMIIIEIIIMMEMMEMIIIIIIIIIMEMMEEMMIS eeeeeeeaeaeeeeeeeeoeaMEaZEIIa eeeeeaaaaaaaaeeeaeaeaOMEIMMEEa eeeeaaa©ee©aaeeaeaoa©EINIsBEISa aeeeaaaeaaaaaaaaeaaaeMEEoMIES aaaeaaaaaaaaaaeaoaaeeaa INEMEM eeeeIIIII a a a 679411-900611 3:00 PM • 600 PM 600AY- "tow 105 0 0 14 0 0 337 0 0 0 0 0 2 4 12 15 31 24 3 s 3 1 00 0 00 0 0 0 1 4 11 5 4 4 3 2 0 0 0 0 0 0 0 3 0 0 7 33 26 55 -64 68 27 11 3 I 0 0 0 0 0 41 39.0% 9 36.5% 110 32.6% I2 11.4% 4 11.8% 27 00% 4 3.1% 0 00% 4 12% M!IIMIIIIMIIIMIIIIIIIIMIEMIMIIMMEIIIIIIIMMEMIIIIIIIIIIIMIIIIIIIMIMEIMMEEEMIIIIITS IIIIIIINMEMEMMIIIIMINWIIIIIIIEMMIIIIMMIIIIIMIEMMENIIIIIMIFIMMEMEIMMIEREN MINWIIIMeae MIIIIIMIEIaoaaaaaaaaaaaaaaaeaeIIEIaa IMIIIIIIIIIIIIIIIIIIIIIIIIIMMIMEMMMIIIIIIIMMEMEMEIMIIIIIIIMMIWMITITI IMIIeaaaoaaaaaaeaeaeoaeaaIIMIaa 4!IaoeeoeeaaaaaeeeeeaeeaINEWaa eaaeaaaaaeaaaeaaaaaaaaEIEa aaeeaaaaaeaeaaaeeaeeaaEEaIES EMMEME eaeMMENEMeaeaaaaa IIIIaaaaaaaaaaaaaaaaooeaaEMIaRITIIaEIN IIMPINIIIIIIIIIIIIIIIIIIIIIMEMEIMMENIMMIMMIIMIIIIIIIIMMEMMEOMINIMMIMMEN IMINIMIIMMIIIIIMIIIIIIIIIIIIIIIIIENEMEMMIIIIIIIIIIIINIMIIMIIIMMEMMEINISHITS !IIaaaaaaaamEIaaaaeeaaaaENWEIIaaa l!IIMMaoaaaaMMEMMEaeaaaaaeaEINaIMMIll EtIMIIaaaaeeaaNIIIMIaaaeeeeeeoaEBITIaINaTES IMIIMINIMIMEMMIIIIIIIIIIIIIIMIIIIMMEMIIIIMMIMIIIIMMINIIMIIIMMENTS IseeeeeeIIIa®EMaaaaaeeaeeMINVIEaaEll IIMIMIIIIMIIIMIIIIIIIIIIIMMEMMIIIIIIIIIMIENEMENEEMEMIIIIMMERIMIMIEMIIIIIIEN IMMMIIIIIIIaaeaaaaaaaaaaIIIIIIIaoaaea®NEEmIMEaEINI Iaeeeeaeaaea®eaaaeaeeaaEEITIa -aaoeaa©aeeaaoaaaeaoaaIM©yam IIINIIIIIIMMEMENIEIBEIMIIIIIIIIIIIIMMEEMIIIMMIMIIMMINTEMMEIMIIIRITI INIIIIIIIMEINIIMIIMIIIIIMMIIIIIMEMMIIIIIIMINEMMIIMINIENTEMENITSIMMIMI �IMINaeoeoaaaaaaaeaaeoeaaaaaITI MOM 300933 3:00 POI 600 PG 6:00343-75Pli 62 0 0 2 0 1 4 8 11 33 11 8 2 0 1 0 1 0 0 0 0 9] 0 0 0 0 0 03 10 22 24 21 5 9 3 1 0 0 0 0 391 0 0 2 3 3 10 26 50 47 101 61 17 12 5 2 1 0 0 0 0 12 19.4% 39 4020 99 253%. 12 13.6% 20 :2.2% • 9 4.1% 2:3% Nathan Warren: 11201660.4048 nathan.warrenpape.0e98npc.c60 Vehicle Volume Report - Hourly Site Description: WCR 59 N/0 Waste Management Access Site Number: ADT2 Start Date: 9/10/2019 apex M:, rn-tad I ==J ,y -1 ..',d.rti r nd:!v ',:t nl;, ',II. ,,, ../10 9 !t _ I_;15 .. �. 9j r'; i9 !'1 :� '; 1 ..ie Ii i NR 1". _,., :B SO NB SEt NR SB tiE3 -_ NI: 11 -.)r; ABE _ - 0 0 1 1 0 p 4 3 - - - - - - - - - - - - - - sAtANI - 21 2 - - - - - - - - - - - - - - - 18 9 - - - - - - - - - - - - - - - 7.I:: 20 9 - - - - - - - - - - - - - .,..,,.;:.,'.,I - - 23 31 - - - - - - - - - - - - - - _ 10 24 - - - - - - - - - - - - - - - - ... 21 27 - - - - - - - - - - - - - ... r •..:'� l - - 11 24 - - - - - - - - - - - - - - _a, in - - 13 35 - - - - - - - - - - - - - - - ,.... 15 37 - - - - - - - - - - - - - - - _,, PNl - - 7 31 - - - - - - - - - - - - - - - - ,itn!°.u' - - 3 31 - - - - - - - - - - - - - - 4 5 15 - - - - - - - - - - - - - - - '.i;ii 6 15 - - - - - - - - - - - - - - - .�.. 2 8 - - - - - - - - - - - - - - - -:H: I 3 4 - - - - - - - - - - - - - s Ua I'i.I - - 0 1 9Oi) P NI - - 1 0 - - - - - - - - - - - - - - - - ._�.i0:,�. - - 0 0 - - - - - - - - - - - - - - - i1i)N' 0 1 - - - - - - - - - - - - - - - - 6:00AM-9:00AM 0 3:00PM-6:00PM 0 6:00 AM:- 7:00 PM 0 Percent - AM Peak PM Peak 0 0 0 - 61 14 154 37.4% 8:00 AM 1:00 PM Northbound Y 49 61 296 67.6% 9:00 AM 2:00 PM 0 0 O - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 0 0 0 0 0 0 - 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 oesanption: W15 59 WO Waste management access Site Number Amt Start Date: 9/10/1019 Class 1 , Motorcycles Vass 2 -Passenger Cars Class 3 - Other Twu3rle. tour,Tire Single Unit Vehicles Class a - Buses Class 5-i e, Six-Tne, Single -Unit Trucks Class 6 • Three-Asle Sngle-Unit Trucks Class 7 - Four or More Axle Single.Unit Trucks Class 8 - pour or Fewer Axle Single -Trailer Trucks Class 9 -6. Five -Axle Single -Trailer Trucks . 01 Class 10 Six or Mare Axle Single -Trader Trucks Class It , Fwe or fewer Axle Multi -Trailer Trucks Class 12 - Six -Axle Multi -Trailer Trucks Class 13. Seven or More Axle Multi -Trailer 711,5 184 4 26 22 7 48 13 0 0 61 3 0 0 0 100.0% 2.2% 14.1% 12.0% 3.8% 16.1% 7.1% 0.0% 0.0% 33.2% 1.6% 00% Da% 1 0.0% 308 5 28 43 5 39 15 0 1 169 3 0 0 0 100.0% 1.6% 9.1% 14.0% 1.6% 12.7% 4.9% 0.0% 0.3% 54.9% 1.0% 0.0% 0.0% 0.0% 491 9 54 65 12 87 28 0 1 230 6 0 0 0 100.0% 1.8% 11.0% 13.2% 2.4% 17.7% 5.7% 0.0% 0.2% 46.7% 1.2% 0.0% 0.0% 0.0% Nathan Warren: 17201660 4048 nathan. warren@apexclesignisccam apex Vehicle Speed Report - Hourly Site Deuripoto WCR 59 3/0 Waste Management Access Site Number: AO31 Stan Date: 9/10/3019 Patted speed Omit: 40 Norg600nd Southbound Average Speed 365 mph 38.1 mph enble 36.9 mph 27.3 mph 85th Percentile 43 J mph 35.8 mph 95th Percent.. 49.1 mph 41.1 mph 104 34 1000% 00% 16% 1.1% 43% 9.8% 18.5% 30B 0 3 38 39 95 49 1009% 00% 10% 9.1% 15.6% 308% 159% 60 5 15 35 11 4 114% 3.9% 13% 1.0% 00% 00% 00% 00% 00% 00% 09% 00% 00% O 0 0 0 00% 00% 0096 00% 00% 0 00% 0 0 56 I 304% 31 114% 1 05% 00% 00% 0 0 19 I 6.3% 6 1.9% 0 0.0% 491 0 6 33 83 113 83 95 47 19 193% 96% 39% 14% O 0 0 0 5 15.3% 11 5.5% 1 0.3% 100.0% 00% 11% 676 177% 130% 169% 0494 00% 00% 00% 00% 00% 0.0% 0.0% 0.0% ��eeeoeeeoeeoeooeoeoeeMI! ��aaeaaaaaeaaaaeaaeaaa 0 00% EWE 0 ��eaeeeaeaeeoeeeeeaoeeeaaaaa ��eoaeeaeoeeeeaoeaaaaaaaaaaa INNIMIEMMEMMENEMMIMMEMEMNINIIIIIINIII MEIEMEINa ®eeeoaamaaeeoaeaaaaaaa aMOaM !!IeaaaaaaaaaaaeoaaaaaaaEIMIaEIZIa ��ooaaaaaaaaaaaeaaaeaaa�a�a ®�eaaaaaaaeaaaaaeaeoeeaMEaETEaM ��eaaaeaaaaaaaaaaaeaaaa�a�a ®�eaaaaaaaeaeaoaaaaaaaa�a�a IIIMMEZEMEMENEMENEMMENEEMMENEMEMME EMEMINIIMIITE aM ®�oaoaoaaaaaaaaeoaaaaam�a�a ®�aaaaaaaaoeaaaaeaeaeea�a�a ��eaaaaa�aaaaaaaeoaeeea�a�a ©�aaaaaaaaaoaaaaeaaaea=MI aEZIIa © —---a©aeeeeeeeeeeeea a s IMII=3aaaaaaaaNEEMEM aaaaeaaIREIaIIIMa ©�oaaaaaaaaoaaaaoaaaaaa�a�a ©eMMENEU eaoaoaaaaaaeae a aMO ��aaaaaeaaaaaaaaaaaa- ---NM- 10o 0„ a 1000% a '®' ��oaaaaoaaaaaaaaaaaeoeeaaaaa INIIIIIMMUME MEMMI aoaaoaaooaaaaa 6:00 AM -900661 61 0 0 1 2 9 34 23 6 • 1 1 0 0 0 0 0 0 0 0 0 3.90 PM -6000%A U 0 0 0 1 1 4 4 3 1 0 0 0 0 0 0 0 0 0 0 0 600M1-700PM 191 0 3 9 f 15 31 47 31 9 3 1 0 8 0 O 0 0 0 0 0 11 19.3% • 36.6% M 767% 98% 91% 0% 06% ��aaaaaeeaeaaaaoaaaeaaoaaaaa ��aaoeaeeeeeeeoeaaaeeee�a�a ��aaaaaeaaaoaaaeaaaeaaaaaaaa ��aaeeaaaaeaaaaoaaaeaaaaaaaa ��aaeeaaeeaoaaoeaeoeeaa NE ��aaaaaaaaaaaaaoeaaooaa�a�am �eaeaaaaaaeeoeeeaaoaaama�a ®MIMaaammaaaaaMMWM aaaaamMWIIa ��ooea®aaaeaeeoeeeaaaee�a�a ®�aaa�aaaeeoeeooaaaooee�a�a ��aeaa�aaaaaoaaeaaaaaaa�a�a ®�aea�aaaeeeoeaeaeoeeee�a�a ®�aea��aaAaaeaasaeaaaaa�a�am ®�aoamaaaaaaeaaoeeaaaaa�a®ate ®�aaaaaaaaaaaaaaeeaaaao��a ®�aeaeaaaaaaaaaaaeaaaaa�a�am EINIaaaaaaaaaaee0ae0aa00©EE!aIIIMEN ��aaaa�aaaaaaoaaaaaaaaaEENa am ��aaaeeeeeaaaeaeoeeeeee�a�a ��aoaaaaaaaseeeeoeoaaaeaasaa ��aaaaaaeaaaaaaaaaaaaaoaaaaa ��aaaaaa000000aaa000eao�a�a 600660-9.00 AM %OD PM -6:00064 600M&-700 PM 43 61 396 • 0 4 17 19 0 0 3 10 11 O 0 26 79 69 7 2 0 0 0 0 0 0 0 0 0 0 0 0 9 16 7 3 3 0 0 0 0 0 0 0 0 0 0 39 10 4 3 0 0 0 0 0. 0 0 0 0 0 D 00% ll 9.7% 17 - 5.7% 0 A 6 0.0% 6.6% 3.0% O 0.0% O 00% Nathan Warren /120/ 660.4048 %than wa.ren@apeades,gnot tom Vehicle Volume Report - Hourly Site Description: WCR 61 N/0 DCP Access Site Number: ADT3 Start Date: 9/10/2019 apex n' ortrlly ':Ilid y ihUl :d;:y 1,d y S.itill1ii1V tit,r1:IV 1 ::7 A' 1', ' i) 1,l A,,, I) :y AVp. X1;11/19 P/1'/14 l/L./I `,/i4//H: '/L'/PI hw II. Manila 10 r, `,,Jr, NP SE? Ii SB NO S8 NH, SR NR B NP 0 NB ,.. NR SB FIR SR NB SB 0 0 0 0 - - - - - - - - - - - - - - ' 0 p �l...1. - 0 0 2 0 14 1 0, I C n i - - 6 7 - - - - - - - - - - - - - /.�i: i•. G:1 - - 7 2 - - - - - - - - - - �.�. 2 18 aUOlINI - - 2 14 - - - - - - - - - - - - - - - - _.. 6 22 - - - - - - - - - - - - - - - - ..00nr`,i 4 11 4 29 0 23 - - - - - - - - - - - - - - - t 1 26 0 14 - - - - - - - - - - - - - - .r.Oc 3 10 - - - - - - - - - - - - - - - - ....,.. - 5 11 - - - - - - - - - - - - - - - l.rl:: 1 5 - - - - - - - - - - - - - - - - ,. 2 5 q 0 0- '', 0U 1P.'l 0 0 - - - - - - - - - - - - - - - - ._. 1. - - 0 0 - - - - - - - - - - - - - - - - IJ. 1 it ,I,.] - 0 0 - - - - - - - - - - _ - - 6:00 AM -9:00 AM 0 3:00 PM -6:00 PM 0 6:00 AM - 7:00 PM 0 Percent - AM Peak PM Peak 7 j 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: W19619/0019 Access Site Number: Start Date: 0/ 9/10/2019 Class 1- Motorcycles Class 2 • Passenger Cars Class 3 - Other Two-Avle, Four -Tire %ngle Unit %chides Class a - Buses Class 5 • Two•Avle, SIa•Dre, Single -Unit Trucks Class 6 - Three -Axle %ngle-Unit Trucks Class 1- Four 0r More Axle Se:De-Una Trucks Class 8 - Four or Fewer Axle Single -Trailer Trucks Class 9 - Fem••Ade Single -Trailer Trucks Class 10 • Sv m More AdeSingle•Trailer Trucks Class 11- Five or fewer Axle Multi -Trailer Trucks Class 11- %el de Multi -Trailer Trucks Class 13 • Seven or More Pde Mu81•Trailer Trucks 59 0 Ib 12 0 19 9 0 0 3 0 0 0 0 100.0% 0.0% 22.1% 10.3% 00% 32.2% 15.3% 00% 0.0% 5.1% 0.0% 0.0% 0.0% 0.0* 198 15 25 18 1 2S 19 0 0 95 0 0 0 0 100.0% 2.6% 12.6% 9.1% 0.5% 12.6% 9.6% 0.0% 0.0% 48.014 00% 0.0% 00% 00% 252 15 al 30 1 44 28 0 0 98 0 0 0 0 100.0% 5.8% 16.0% 11.2% 0.4% 12.1% 109% 0.0% 0.0% 38.1% 0.0% 0.0% 0.0% 0.0% Nathan Warren: )220) 660.4048 nathanmarren@meadesignm.com apex Vehicle Speed Report - Hourly Site Deuelpt ., .861 5/0 OCP Access Site Numbee: 4073 : 9/10/2019 Posted Speed Ur.: 40 Average Speed SOIM1 Percentile Percentile 95th Percentile %671.7.4 5ppt060pn4 399 mph 25.3 mph 320 rnpn 226 mph 50.8 mph 354 mph 633 mph 474 mph 59 1000% 198 100 % 252 100 0% 05% 13 6.6% 17 34% 59 298% 61 23.76 68% 242% 52 202% 152% 38 14.8% 119% 15 16 8 81% 40% 23 12 89% 66% 2 9 10 2 45% 51% 1.0% 14% 6.6% 2]% 0.5% 08% 0.0% 00% O. 04% 04% 00% 0.0% 1.2% 0.0% 0 00% 00% 0.0% 0.0% 04% 0.0% 0.0% O. 0.0% 0 0 22 11.1% 12 6.1% 1 0.5% 0.0% O. 0.0% 0 0 0 48 18.74 21 10.5% 5 19% 0.0% 00% 00% aeeeooaaaoeeeeaoeaeoaaaaa ��aaaooaaeaaaaaaaaaeeaaaaaaa IIIINIMIIMaaeaeeIIMMEM eeeeMEMM aaaa IIIINIIIIIMIIIIIeeeeoaMMEM EMMEMoaaaaaaa ©�aaoaaasoaaaaaaaaaaaaa�a�a ��eeeeoaaa�aaaaaaaaaaa��a�a� ��aaaasasaaaaaaaaaaeaaa�a�a� ��aoaaaaaaeaaaaaeaaasea�a�a ©�aaaaoeoaeaeoeeeeooeea�a�a ©�aeaaoaaaaaaaaaaaaaaaa�a�a ��aaaaaeaaaaaaaaa�aaaa�a�a laaaeoeaeeeaaaaaeaaaaaNTEaMEa ��aaaaaaaaaoaaaaa�aaaa��a�a ��eoeeeaaaaeaaaaaaaaaaaaaaaa —a-aaeaaaaeeaaaao----- fl ©�aaaaaaeaeeeeaoeoaeoea�s�a ©�aaaaaaaaaeaaaaaaaaoaa�a�a ��aaaaaaaaaeaaaaaaaaeae�a�a� ��a�aaeaaaaeaaaaaaaaeaaaaaaa ��aaaaaaaaaeaaaaeaeeeaaaaaaa l!laoaaeeee MEMEIMeoaaeaeaaaaa ��aaaaoaaaaaaaaaeaaeoaaaaaaa 6AOM4-990261 300 PM -600 PM 600 AM -7420PM 15 42 O 0 0 0 2 2 1 3 3 2 1 0 1 0 0 0 0 0 0 0 • 0 0 1 2 3 1 1 0 0 0 0 0 0 0 0 0 0 0 0 O 4 ] 2 6 6 6 2 3 3 1 0 1 0 0 0 0 0 0 0 to 66.2% 1 125% 15 366% 7 46.2% O 00% 19 2 0 2 00% 49% -aaaaeaaeoeaoaoaaaeaaeaaaaa INEMOIEMIaaaaoeoeoeeoeeeeeaeeeaaaaa 1!IMIIaaaaEMMMW MMMI aaaaaaaaaa ��aaaaoaaoosaaaaaaaaaaaaaaaa ��eeeeoaaaaaaaeaaaaaeaoaaaaa ��eaaasaaaaaaaeaaaaaaaa�a�a� �eeaeaaaaaoaaeaaaaaeae�a�a ©�aaaaeeoeeoeeeaeeoaeee�a�a ��aaa©aaaaaeaaasaaeaoaa�a�a �eaaaaaeeaeaaaaaaaaoaa�a�a ®�aea�aaaaaaaaaaaaaaoaama�a -----a©�aaoaaaaaaaaa- ��eamaaaaaasaaaaaaaaaaa�a�a ®�aa®®aaaaaeeaaaaaaaaea�a�a� ��sAaaaaaaeoaaaaaaaaaaa�a�a ��oaaaaaa�aaaaaaaaaaaaa�a�a ��oaaeaaaaaoeeeeoeeeeea�a�am MENEMEMENEMENIIIMMIEIIIIIIMIIMINIMINEMEMEMEEMIEMEIEI IEMOSIEMNIMMUIENIMEZINNIMMENIMMEMMESTIMMWIMMIMI ��oeaeeeeeeoeeeeeoeeeeeaaaaa IMI=MIoeeaaaaaaIIMMIM oaaaaEaaaaa ��ooaaaaaaasaaaaoeaaeaaaaaaa ��oaa00000000eooeee0000aaaaa 600.•9,00 M1 390 PM -600 PM 600938-700P02 27 0 2 13 5 3 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 35 0 1 4 4 5 2 2 5 5 2 0 0 0 0 0 192 1 13 52 40 29 16 - 2 0 10 2 1 0 0 0 0 0 0 0 0 0 21 09% 109% o ao% 2 10.0% 22 03% 0.0% x Nathan Warren: (220) 660-4042 nethan .:..en@.pe 6 acorn Vehicle Volume Report - Hourly Site Description: WCR 61 5/0 DCP Access Site Number: ADT4 Start Date: 9/10/2019 apex ,nz_aq ,I, i ,. Ir >d,r, l[ ,,r Ria,ro Sa1..rrla; `AIt' I, �� ;4rAv 7'C i/Pr, '! I I:,ek it- It,:i re,e, r ;,ir r, lien NF -. OF, SI, ikP tii3 0 0 r;'. -i.. - - 1 1 - - - - - - - - - - - - - - - - ' 0 0 - - - - - - - - - - - - - - r� - - 0 0 - - - - - - - - - - - - - nr 2 0 - - - - - - - - - - - nt 14 1 7 6 - - - - - - - - - - - - - - - - u Atvl - - 7 3 7 19 - - - - - - - - - - - - - - 9 rlii AtlI - - 5 14 - - - - - - - - - - - - - - - - ...�.;.,_.,tl - - 10 24 - - - - - - - - - - - - - - - cn 6 12 - - - - - - - - - - - - - 9 32 4 25 - - - - - - - - - - - - - - - �. 3 27 - - - - - - - - - - - - - - - - (.C 1 15 - - - - - - - - - - - - - - - n.00PeI - - 7 12 - - - - - - - - - - - - - - - .,.. 6 15 - - - - - - - - - - - - - - - .,, 1 5 - - - - - - - - - - - - - - - - LUn / S: - - 2 5 - - - - - - - - - - - - - ...,., 0 0 1 0 0 1 I!..I:ii :`. _ _ 0 0 _ - - - - _ -- 6:00AM-9:OOAM 0 3:00 PM -6:00 PM 0 6:00 AM - 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 10.0% 11.00 AM 1.00 PM 0 0 0 - 0 0 0 0 0 0 - 0 0 0 - 0 0 D 0 j 0 0- i 0 0 0 0 0 0 ___V''-/ 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 apex Vehicle Classification Report - Hourly Site Description: w=961/O OCP wan Site Number: Mic Start Date: 9/ 9/10/2019 Class 1- Motorcycles Class 2 • Passenger Cars Class 3 - Otber Two -Axle, Four -Tire Angle Unit VMnles Class 4 - Buses Class 5 • Two -Axle, Sn•Tue, Angle•Umt Trucks Class 6 - Three -Axle Angle -Unit Trucks Class ] - Four or More Axle Angle IMP Trucks Class 8- Four or Fewer Axle Single -Trailer husks Class 9- Frye -Axle Single -Trailer Trucks Class 10 - Ax or More Axle Angle•Tra,les Trucks Class 11- totem ]ewer Axle Multbirmler Trucks Class 12. A1.0111 Multi -Trader Trucks Class 13 • Seven or More Axle Muni -Trailer Trucks 93 0 2] 1] 0 26 13 0 0 30 0 0 0 100.0% 0.0% 29.0% 18.3% 0.0% 28.0% 14.0% 0.0% 0.0% 10.8% 0.0% 0.0% 0.0% 00% 21] 1 37 21 1 29 23 0 0 105 0 0 0 0 100.0% 0.5% 1].1% 9.]% OA% 13.4% 10.6% 0.0% 0.0% 48.4% 0.0% 00% OA% 0.0% 310 1 64 38 1 55 36 0 0 115 0 0 0 0 100.0% 0.3% 20.6% 12.3% 0.3% 12.]% 11.6% 0.0% 0.0% 33.1% 0.0% 0.0% 0.0% 00% Nathan Warren :17201660.4048 nalhan.warren@aeexclesignpc.com apex Vehicle Speed Report - Hourly SiteOeurip0on: W[N 615,0000 Access 5B:uHumber: ADi4 rt♦911; 40 0/2019 Posted 56.6111.16 40 Average Speed m,le Percent. 95th Percentile 77,9.00un4 30uthb0u04 359 mph 264 0,05 36.9 rnph 23 3 mph 46 3 mph 38.9 mph 560 rnph 466 mph 93 100.0% 217 100 056 310 1000% 00 o0,4 00% 6 12 IS 15 16 32% 6.556 B.6% 12.9% 19.4% 161% 12.2% 25% 5.4% 12 53 56 35 19 la 14 10 3 24 -4% 268% 16.1% BB% 65% 65% 4.6 % 14 59 64 47 37 29 30 17 8 45% 190% 20.6% 15.2% 119% 94% 97% 5.5% 6% 1.1% 0 0% 0. 00% 00% O. 00% 00% OW 11% 0.0% 0 00% 0.0% 03% 00% 12 0.0% 00% 0.0% 0 a 0 26 12. 13 00% 00% 00% 0 0 0 60 194% 23 0.056 00% 00% =IMIIIIIMIMMEMEMIIIIMEMIIIIMIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIMEMIMMEMMENTS IIIIINIIIICIIIIIIIIaaaaaeoeoeeeeeaaooeeaaaaaa MIIIIIIIIIIIIIIIIIIIaaaaoaaeeeeooeooeoaaaaaaaa IIMINIMMIIIMMIIIMINIIIIIIIIMIMMINIMIIMIIIIMMIMMEMIIIIIIIIECIIMIMIUMIIIIIIIMI !oaoaeaaaaaaaoeeaeaeMIMITEIaaESS IIINIMMMENE oeoeeseeMIMMEMoaaaaa IaaaaaaaaaaaaaaaaaaeaaNTEIaIIMIaIMEI IMIIIIIIIIIIII=MMEMEMIIIIIMMIIIIIIIIIIIIIIIIMMEMMEIMMIIIIIMEINIMINEMOIESS ©SMaaaaa©a©aaaaaaeaaaaaa II!IIIMIIaaaaaaaaeaoaaeaaaoaaaaEIMa !IMINIIIIIIIIIIIIIMIIIWIIMEMMEMEMIMIIIIIIIIIIIIIIIIIIIIIIIIIIMMEEIMMEMEMIEN IeaaaoaMaaaaaaeasaaaaaOINIaa IIMIENIIIIIIIIIMIIMMIENIMINIIMMENEMIIIIIIIMIIIMIIIIIMIEMETEMMIN ©oaaaaaaaMIIMME !oaeaaoaaaaaaaaaaaeaaaIIIIIIaa __IIIMIIIIIIIMIMMM!MIIIIIIIIIIMIIMM-111lIlMMEMWMI-IMllrIMEMMITII IIIIMIMIaaaaaaaaaeaaaaaaaaaaaMIEEaa MIMIIIIIIIIMIMMMEM a a ooaaaallIWIa a aaaooaaaoaaaea d 100% a a� ��aaaeeeoeoeaMMEME IIMIMIMNIIeaeaaaaaaaoeaaeaaasoa !IeaaoaaaMMEMEMeoeeeaeeaaaaa !IMIIIIaaoMIIMMM �aaEMMEME eeo a a aaaeaaaaaoHMaaaa 100077 a aITINI aaaaaooaaaoeaaaaa 6.002-3:002 11 II 0 0 0 4 5 1 4 3:00050-600 PM 14 0 0 0 1 4 5 1 3 6110234-2130,64 73 0 2 6 6 11 17 11 U 3 2 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 1 0 3 0 0 ,0 0 0 0 0 11 514% 3 214% 10 274% 7 0 0.0% 6 110%. 0 0.0% 1 17% !aoeaeeeaoaoaaaaoaaeeaaaaaa LIMMIIMMINEEMEMMIIMIIMEIMMINIMIMINIIIIIIIIIIIIIMMIIMICEMEEMMEN !aaaaeaaaeaaaaeaaeaaeaaaaaa IN=MIoaaaoaeaoaaaaoaaaaaeaaaaaa EMNIaaaeoeeeeeeeeea IMIIIIIIIIMIIIIIIIIIMIEMIMMIMEMMMEMMIIMIIMIIMIIIIIIIIITEMMIIN INIMME aaaaa IIIINIIMNIMMIMIIMIIMIEEIIIIEIIIMBMEMWMEMMIIMIIIIIMEIIEIIIEIIIIEIIFMIIEMIIGI ©aaaaeaMMEMMoeooaea �aa�a©aaaaaasMMEM l!!Ieaa©aeaaaeaaaeaaaaaaaMIaWa !aaa®aaaaaaaaaeaaaaaaamaam d 00% a�a aaa aIEa ®aaaaaaaaeaeaaNMIIMM =IMIIIIMIIIMMMIMEMENEMMEMEMINMEIIIMIIIIIIIIIIMIMINIEMEMEN ea a am MMIIIIIIIMMIIMMEMEMEMEMEMMMEIMINIMIIMMINEEMEMIMI ®IMaaaaaaaaaaaaaaeeeoeeaMaaITI MIIMINIeaaoaeaoeaeeeeeeeeooAMEGaEITaEIM ®aaaaaaaaaaaaaaeaeaeeaENIMaEIVIa !EIMIIIaeaaaaMMEME MUMMIaaMEIEaEEIam IIIMIIIIIIIIIIIIIIIIIMIMIIMIIIIIIIEIIEZMMIMMMMEMEMWEEZEZMMIMEIEMEITIIMIIMEIEM INIIIIIMIIIIIMIMMIIIIIIIIIIIIIMNMIEIIMIMMMMMIIMIEIIIIIIMMEEIMMT2MMIEN IIII=MIoeeeeee MIMM!llaaoaaeeMMEMEI !aeaaaeaaaaoaaaoaaaaaa IMIIIIIIIEIMooaa EMEIMMeoeoeeeeaaaaa aoaaaaaaaaaaa INMEME 00000000000aasaa 7000, NIMETIMIMICEI 6002-9:002 2B 0 1 13 5 4 3 2 0 0 0 300 PIA 690014 42 0 13 6 5 6 B 6 3 64003114. MOM 209 0 12 51 56 33 19 12 12 10 3 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 17 16 00% 40.5% 12394 0 00% 92% 33 0 0 0 1 0.0% 00% 05% Nathan Warren :I P201660-4048 nalhan war renPa0eWes;enpc.corn Vehicle Volume Report - Hourly Site Description: WCR 61 S/0 Coors Energy Access Site Number: ADT5 Start Date: 9/10/2019 apex Holiday lnr`3(i:ly lHlllsfi.ly Field,' S:irllfl.l� S0,1,, Ave N F),IV AVF 7[N .y Aay yJ/J7 7/I /l'.� '!11/i9 l 'i l9 ,i3/1' 9/L 1/IN ?i l'./1" i, Monks NFl SP, NH NR NH SR NH NH Nis NH NH NH NH NH NH SkH NH 53 NH NH 0 0 1 1 - - - - - - - - - - - - - - - 0 0 0 0 2 0 or AM 15 1 . - - 10 7 - - - - - - - - - - - - - - N;i - 11 2 - - - - - - - ,...,. 11 22 - - - - - - - - - - - - _..,...�.. - - 6 15 - - - - - - - - - - - - - - - _.�,_, 7 30 - - - - - - - - - - - - - �ta�lnnk - - 6 12 - - - - - - - - - - - - - 8 33 6 28 - - - - - - - - - - - - - - - - .., 4 29 - - - - - - - - - - - - - - - iiFnPnA - - 1 23 5 13 - - - - - - - - - - - - - - - - ,:,-00l'M - - 6 15 - - - - - - - - - - - - - - - ;rUl 1 6 - - - - - - - - - - - - - - - - 7:un 2 5 - - - - - - - - - - - - - ., 1 0 - - - - - - - - - - ;,.�i�I'M - - 1 0 - - - - - - - - - - - - - - - i�; 0 1 - - - - - - - - - - - - - - - uneM 0- 0 - - - - - 6:00AM-9:00AM 0 3:00 PM -6:00 PM 0 6:OOAM-7:00 PM 0 Percent - AM Peak PM Peak 0 0 0 - ... 32 12 82 30.0% 1O:00 AM 1:00 PM Northbound 31 0 51 0 235 0 70.0>1, 11:00 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 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: W.615/0 Coors Env..c-ss Site Number: a Start Date: 9/10/2019 Class 1- Mntarweles Class 2 - Passenger Cars Class 3 • Other Two We, Four•Tlre Single Unit Vehicles Class 4 - Buses Class 5-i e, Smfire, Single -Unit Trucks Class 6 • Three -Axle Single -Unit Trucks Class 2 - four 0r More Axle Single -Unit Trucks Class 3 • Four or Fewer Axle Single -Trailer Trucks Class FeeuAxle Single -Trailer Trucks Class 10- Lx or More Axle Single -Trailer Trucks Class 11 - frig or fewer Axle Muki-irailer Trucks Class 12 Dx.Axle Multi -Trailer Trucks Class 13 - Seven or More Axle MuitoTrailer Trucks 100 0 34 24 1 38 2 0 0 4 0 0 0 100.0% 0.0% 32.7% 23.1% 1.0% 36.5% 19% 0.0% 0.0% 3.8% 00% 0.0% 0.0% l0% 203 0 fi5 24 1 43 6 0 0 73 20 0 0 7 100.0% 00% 26.7% 9.9% 0.4% 17.7% 2.5% 0.0% 0.0% 30.0% 9.9% 0.0% 0.0% 2.9% 347 0 99 48 2 81 8 0 0 77 20 0 0 8 100.0% 0.0% 38.5% 13.8% 0.6% 23.3% 2.3% 0.0% 0.0% 22.2% 6.9% 0.0% 0.0% 2.3% Nathan Warren: (710) 660-4048 nathan.warren@apexeengnx.eom Vehicle Speed Report - Hourly 53 r1.00n: WCR61 510 Coors Energy access Site Number: POTS Start Oats: 9/]0/]019 Pasted Speed Unlit: 40 Average 5.. Percent. 85th Pereentile 95th Percentile Northbound 5000532004 38.6 nm5 33.6 mph 38 4 mph 52.7 mph 49.8 mph 44.4 mph 533 mph 543 mph 104 14 33 11 23 6 714 1000% 0 014 1956 63% 3.8% 41 58% 13.5% 360% 30.3% 10.6% 3.8% 19% 00% 00% 00% 0 014 0.0% 00% 343 13 55% 41 51 11 9154 11 4.9% SS 32. .37 4 114 04% 16956 21.456 45% 3.3% 00% 00% 00% 00% 00% 343 30 5.8% 47 66 63 31 17 4.9% 13 35% 0 36 654 1000% 00% 09% 130% 135% 19.0% 19.3% 09% 0.3% 00% 00% MNIIIIIIIIIIIIIIIIIIIIIMMEMMUMMIIIIIMMEMEMIIMINIIIMMEMMMWMIIIII MIIIIIeaaaaaaoaaaaoaaaaaaaemama !III=1oeeaoaaeeeeaeoseeeeoeaaaaa !eeeeeeeaaeeoeoaaaaeaeaaaaa ©MMEI =1111MIESIMIIIIIIIIIMMENUEIEIMMIIIIIIMMIIIMIMIMMINIIIMETIMMEITEIMMISS MIIIMIIIINIaaIIMMEM IIIIIIMOIN=MIIIIIMEMIIIIMMIIMIIIIMMEMMIIIIIIIMMENEEINEMEMMIMI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMMMMIIIIIIIIIIIIIMMMMEIIIIMIIIIEIMME!llMMIEN INEMEINIIMIIIIIIIIIIIIIIIIIIIIIIMMUMIIICIMIIMIMIMMERIEIIIMIIIIIMMEES !eea©eeaaoaeeoeaeaeeeeaa IIIMaaaaaaaaaaaaae !IIIIIIIIIIIMIMMEMEIMEMMINIMEMMINIIIMINIIIIIIMEEZIMMENIIIIIIMI IIIIIIIIIIIIIIIIIMMEIMMIMMIMIIIIMMEMEMIIIIIIIIIIIMMEEIMMEMMEIS IaaaaoaaaaeaaaoaaaaaeaMEaEMIIa ©tea______ !aaaaaaaaaoaaaaaaaaaaaaa =IIMIIMI=aaaaaaaaaoaaaaeaaaoa ©aaaeeeaooaaeaeeoaaeaeaaaIMI MIIIIIIIIIIIIIIIIIIIIIIMIIIIMMUMMIIIIIIIIIIIIMMEMMIIIIIIIIIIIEICIEWEWEI IMM!MMaoaaaaoaaaaaaaaaaa II a' I' I aeeaaaeaaeeaa aaIM aaaaaaaaaaaae I' I' a' I' MEMME MIIME a aIMISIa © a MMTIIIMIIIIIIEMI aIIITEaINI a 100.00 10000 WEER 10000 a aMI 0o, 1000% MIIIIIMIaaaasaaaaaeaaaoaaaaaa IeeeoaeaaeeoaaaIMMMMoaaaaa !IIIIIIIIao aM 6.90.•900604 32 0 0 2 2 2 4 7 7 • 1 1 1 0 0 0 0 0 0 0 0 300 PM 600 PM 11 0 0 0 0 0 4 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6.0UNP-T00PM 02 0 1 7 • 5 13 23 10 6 1 1 2 0 0 0 - 0 0 0 - 0 0 15 469% 0 0.0% 19 36.6% 8 0 11 25.515 00% 13.1% 0 3 00% 3.7% —eaaaaaaaaaaaaaaaaaaaaaaaaa _—eaaaaaeoeeeaeeeeeaeao — ��aaasaaaaoaeaaaeaaaaaaaaaaa ��aaaaaaaaoaaaaaaaaeaaaaaaaa ��aeeoeeeeoaeooeaaeeeeaaaaaa ��aaaaeaaaeaaeaeaaaeaaa 1000% NIMEMIEN ��aoeaeaaaaaeoaoaeeoaaa�a�a ©�aaaaaeoeaaaoesaaaeeoa�a�a ®�oaaamaaaaoaaaaaaaaoae�a�a ®�aaeaaaaaasaoeaaaaeeea�a�a� ��aaaaamaaaaaaaaaaaaaaa�a�a ®�aaeaaaaaaasaaaaaaaaaa�a�a ®�oeaaoaaaaaeeaaaoeeaaa�a�a ��saa®aaAaaaaaaeaaaaaa©�a�a ��aeaaaaaoaeaoaaaaaaaaa�a�a� ®�aeaa©aaaaaaeaaeeeoaaa�a�® ®�aaaaaoa�aaaaaaeaaaaaa�a�a ®eaaaaaoa®eaaaoeeaaaamEREIMIENMaREEI ��aaeaeeaaaaaaaa0aeeosa�a�a ©�aa��aaaa�aeaaasasaaaa�a�a ��eaaaeaeaeaeaaaeeaaaooaaaaa ��aeaaaeaaaaeaaaeaeeaeaaaaaa ��eoaaoaaaaaoaaaaoaaaea�a�a ��000eaas000aaa000aaaooaaaaa 600004.900. 3:OOP, 600 PM 600PM-24%!04 31 51 235 0 0 2 3 13 2 6 2 2 1 0 0 0 0 0 0 0 0 0 0 3 8 8 6 3 9 5 0 1 0 0 0 0 0 1 12 40 40 51. 30 21 10 12 3 1 1 0 -0 0 0 0 0 0 10 00% 43% Nathan Warren 13 3 01 660-4048 n at M1 an warren@aceNdes9^0ec0m Site Description: WCR 61 5/O Al Organics Access Site Number: ADT6 Start Date: 9/10/2019 ! 0C P!et 6:00 AM - 9:00 AM 3:00 PM - 6:00 PM 6:00 AM 7:00 PM Percent AM Peak PM Peak 0 1 0 0 3 23 17 21 24 10 22 21 13 19 6 3 5 5 2 2 1 1 0 0 62 13 168 0 1 0 0 0 7 12 11 33 23 30 22 34 51 43 33 16 15 7 4 1 0 1 0 56 36.6% 63.4% 8:00 AM 9,00 AM 1:00 PM 2:00 PM Northbound \z'v Vehicle Volume Report - Hourly apex I al` ilni Southbound 0 0 Nathan Warren: (720) 660-4048 nathan.warren@apexciesignpc.com Vehicle Classification Report - Hourly Site Description: w.a 51 s/o m memo acre, NM Number: Pars Start Date: 9/10/2019 Class 1- Motorcycles Class 2- Passenger Cars Class 3 Other TwohAxle, Cour-Tire Single Unit Vehicles Class 4 -Buses Class 5 - Two -Axle, So -Toe. Single -Unit Trucks Class 6. Three -Axle Snglo Unit Trucks Class 7- Four or More Axle Single•Unit Trucks Class 6 - Four or Fewer Axle Single -Trailer Trucks Class 9 -Frye -Axle Single -Trailer Trucks Oass 10 5n 9, More Axle 9ngl.-Trailer Trucks Class 11. Swear fewer Axle Multi -Trailer Trucks Class 12 - DvAxleMulti-Trailer Trucks Class 13 • Moen or More Axle Muhl -Trailer Trucks 199 1 54 20 1 51 13 0 0 46 10 0 0 100.0% 05% 22.1% 10.1% 2.0% 25.6% 6.5% 0.0% 0.0% 23.1% 5.0% 0.0% 0.0% 0.0% 344 2 93 24 5 54 10 0 0 140 6 0 0 10 100.0% 0.6% 22.0% 7.0% 1.5% 15.2% 2.9% 00% 0.0% 40.7% 1.7% 00% 0.0% 2.9% 543 3 147 44 9 105 23 0 0 146 16 0 0 10 100.0% 06% 17.1% 21.114 1.2% 19.3% 4.2% 0.0% 0.0% 3t31C 29% 00% 00% I.g% 4 17 12 ®®MIM®®®®® O a o 0 0 D D 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 3 0 0 0 0 0 0 0 • 16 O 0 4 0 0 15 O 0 0 0 23 O 0 0 0 12 0 0 21 2 0 4 0 0 15 1 4 0 0 15 0 4 1 0 0 0 4 0 0 0 2 0 O 6 0 2 0 l 0 0 0 0 2 0 2 0 0 0 O 0 0 0 0 O 0 0 0 0 O 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O 1 O 0 0 O 1 O • 0 O 0 0 Nathan Warren: 17201 660.4049 nathan.warrenglap exclesignm.com apex Vehicle Speed Report - Hourly Site srrip0en: W 615/0 AI Organics Kr0O Site %umber: AD. Start Date: 9/10/2019 Pasted Speed limit a0 Avera6e Speed Percentile 8511 Percent. 95th Percentile %p.Or5Ound Seethb0pnd 36 1 mph 32 8 mph 360 soh 320.. 45.6 mph 42.0 mph 512 mph 49.6 mph 6112448 27195 Se NI% 13.6% 35% 25% 2.5% 05% 0.5% am 0.0% 00% 0.0% 0.0% 00% 1053743453 25 IS 10 5 1 59 17. 30 8 711 100.016 aas aos 543 16 64 96 143 .1 52371510 0 117 215% 58 10. 13 24% o aox -_. aIIIMINIIIIII aaaa �' D �M' D D a' 0 Hf 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 00% 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 4 00% 0 0D% 0 0 0 0 — - 0 - a 0 a a a o a a a a a a a a a 0 a - a - 0 .. -. - - 3 0 0 0 0 0 0 0 1 2 0 a 0 0 0 3 100.0% 2 66.'1% 0 0.0% 23 0 0 0 I 0 3 2 6 5 3 2 01000000017739561043.5% 3 17 D 0 0 2 0 3 20 000000008471%529.. . 17.6% 21 0 0 a 5 5 3 3 000000000006286%2 9.5%000% 24 0 0 0 3 ] s 2 1 D 0000000000312.5%14.256 0 0.0% 10 o x D e z 1 10 0 0 a 0 0 0 0 0 0 0 :20 0, 1 10.0% 0 00% 2 2 0 3 Ix 1 t D 1 0 0 0 0 0 0 0 0 0 3 13.6% 9.1, a3"6 21 0 1 3 0 d 5 6 2 00000000000029.5%00.056 000% 13 0 a a 2 3 d 3 x 0 0 0 0 0 0 0 0 5 38.5% 1 7.756 0 00% 19 D 0 0 0 3 6 ] 2 1 100000000004211% 210.5%000% - - 6 0 I 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 167% 0 00% 00096 0 0 0 0 I 00 1 1 000000000002667%133.3%00056 .. 0 0 0 0 3 1 1 000000000000000.0% 0 0.. 0 0.. 5 0 0 0 0 0 1 3 1 0 0 00 00 0 0 0 0 0 0 1 20.0% 0 0.0%00.0% 2 0 0 0 0 0 0 3 000000000000000.00.0%00.056 2 0 0 0 1 00 ] 000000000000000.0%0 00.0% I 0 0 0 0 0 0 1 0 0 0 0 a 0 0 0 0 0 0 0 0 0 00% 0 0.016000% 600884. 900 818 3:00943-6:00243 600813-000080 0000000001000000000011000% Soa_a% oD% 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 a 0 0 0 0 a a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 62 0 0 0 9 13 0 0 0 0 168 0 4i. 0 4 8 12 16 4 2 4 24 45 43 8 6 0 2 1 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 20 12 1 3 1 0 0 0 0 0 0 0 " 0 13 2.4% 3 23.1% - 37 22.0% 8 129% 1 7.7% 15.- 89% 3 4.8% 0 0.0% 4 2.8% 0 0 a P00001 0 0 0 0 000 o 0 0 0 a 0 a 0 0 0 0.056 a 0.0%000% 0 000000000000000000000 0 00000000000000000000 101HHHH- 00000000000000000000 0111501000000000000 14.3% 0 0056 0 0.0% 3 0 0 2 1 5 1 z 1 0 0 0 0 0 0 0 0 0 o a 250% 0 0.456 0 0 MC 11 0 0 0 2 61 1 0 1 0 0 0 0 0 0 0 0 0 0 0 9.1"% t 9.1% 0 0.0% 33 0 4 7 1 8 1 1 2 0 0 0 0 0 0 0 a 0 0 0 59.1% 1 3.0% 0 0.0% 0 0 0 4 58 a 1 a 1 0 0 0 0 0 0 0 0 0 0 2 8.7,6 t4.3% a o.o% 0 0 0 0 2 e 11 6 3000000000000 3 100% 0 0.0% 0 0.0% E2 0 0 0 1 6 9 4 1 1 0 0 0 0 0 0 0 0 0 0 0 29 156 t 4.5% 0 0.0% 3d 00 2 9 68 4 2 1 E 0 0 0 0 0 0 0 0 0 0 5 147% 8.0% 0 00% 51 0 0 0 16 3 01000000000047.8%12. 000% 43 0 0 3 15 7 7 1 0 0 0 3 70% l 2.3% 0 0.0% 33 0 0 0 2 3 10 010000000007212%412.1, 13. 3 5 2 3 30000000000890.0%637.55600096 15 0 0 0 a 0 0 0 0 0 0 0 0 0 0 10 66 7 a..c 2 1. 0 0 1 a 0 3 0 0 0 0 0 0 0 0 0 71.4% 57.1% 41.9% 4 0 0 a 3 1 I 1 0 0 0 0 2 500% 1 250% 0 00% 1 0 1 000000000000000000000% 0 0.0%00.0% 0 000000000000000000000 0 1 000000 00% 0 00%00.0,6, 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 56 0 0 4 11 17 14 3 3 4 0 0 0 0 0 0 0 0 0 0 0 64 0 0 0 2 8 13 16 7 9 6 2 1 0 0 00000 0 7 125% 25 39.1% 2 3.6% 16 25.0% 0 0.0% 3 4.71 390 0 0 10 93 73 62 61 23 17 20 5 1 0 0 0 0 0 0 0 -. 0 56 100% 29. 6 1.0% Nathan Warren P201660.0026 ',when plarren@apeWesi8900 corn Vehicle Volume Report - Hourly Site Description: WCR 59 5/0 Al Organics (South) Access Site Number: ADT7 Start Date: 9/10/2019 apex Nlurr rl.ry f: e.l:!y L✓ «sd.ry l- r:d.,v Friday SrHHM,,, „rliay [).ay Acp. SDa Av., 7U .. IM)) We Inc Mc, Iri Mi n Illli Nf'. SR NP SR NN sc N:: SR SP Nir `.hi NP S1- r; l; 5R NR SP 56 SP Hi ,\2,': - _ 0 0 1 1 0 0 7 3- 1 - - 21 2 - - - - - - - - - - - - - - - - ,..,a61 - - 17 12- ,.._,-.i 19 11- :< 23 40 - - - - - - - - - - - - - - - ° 10 23 - - - - - - - - - - - - - - ... 24 35 - - - - - - - - - - - - - - - - .. 10 23- _ ..�.... - 14 40 - - - - - - - - - - 17 43 p,l Fr,I - - 8 38 - - - - - - - - - - - - - - - s 3 31- <;.n.! 5 15 v. ?r.. - - 6 15 - - - - - - - - - - - - - - - r, V - - 2 8 - - - - - - - - - - - - - - - - -.uC 3 4 ,COPi. - - 0 1 1 0 - - - - - - - - - - - - - - - 1 Ut P:' % - 0 0 - - - - - - - - - - - - - - - - 11.OU PM - - 0 1 - - - - - - - 6:00 AM -9:00 AM 0 3:00 PM -6:00 PM 0 6:00 AM • 7:00 PM 0 Percent AM Peak PM Peak /~ 0 0 0 - F ,. 59 14 158 35.5% 8:00 AM 1:00 PM Northbound \/1\ 63 61 334 64.4%, 9:00 AM 2:00 PM 0 0 0 - 0 0 0 - - Jam`` 0 0 0 - 0 0 0 - ..--, 0 0 0 - 0 0 0 - 0 0 O - 0 0 0 - ., -� 0 0 0 �f 0 0 0 - Southbound 0 0 0 - 0 0 0 s ,,� 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 Desmti.. 59 51O Al oitanias lswrnl Acre. Site Number: 3/1O Start Date: 9/10/2019 Class 1 • Motorcycles Class 2 - Passenger Cars Class 3 - Other Two -Arlo, four-Tue Single Unit Vehicles Class 4 • Buses Class 5 - Two -gale. Six -Tire, NngiwUnit Trucks Class 6 - Three-Nle Single -Unit Trucks Class 0. Four or More Axle Single -Unit Trucks Class 8 - Four or Fewer ANe Single•Trailer Trucks Class 9 - Five-Ade Single -Smiler Trucks Class 10 - Six or More gale Single -Trailer Trucks Class 11 • Hue or fewer Axle Multi -Trailer Trucks Class 12 • Sis•ANe Mulu.Trailer Trucks Oars 13 - Sevin or More Axle Multi -Trailer Trucks 191 1 44 28 4 41 1l 0 0 55 6 0 0 1 100.0% 05% 23.0% 14.2% 2.1% 21.5% 5.8% 0.0% 0.0% 28.8% 3.1% 0.0% 0.0% 05% 346 1 94 30 5 52 9 0 0 150 4 0 0 1 100.0% 0.3% 21.2% 8.7% 1.4% 15.0% 2.6% 0.0% 0.0% 43.4% 1.2% 00% 00% 0.3% 537 2 138 58 9 93 20 0 0 205 10 0 0 2 100.0% 0.4% 25.2% 108% 1.2% 11.3% 3.1% 0.0% 0.0% 38.2% 1.9% 0.0% 00% 04% Nathan warren 11101660-4048 nathan.warren@meatlesignps.com apex Vehicle Speed Report - Hourly SNe Desert .pn: W CP 59 5/0 Al 0rgamcs 15.tn1 Access Site Number: AO. Start Oats: 9/10/3019 Posted Speed lam. 40 vera8e Speed 50th Percentile 85th Percentile 95th Percentile XarMbOund S•ut13ound pt.g mph 33.6 mph 353 mph 33.2 mph •30 mph 109 mph 19.1 mph 1].3 PIPP 191 0 4 11 26 12 50 32 11 100.0% 00% 3.]% 21% 58% 13.6% 22.0% 26.2% 16.9% 59% 3254 0.5% 00% 00% 00% OM 00% 00% 00% 00% 00% 316 0 3 6 15 ]] 100 79 36 12 0 0 52 165% 21 6 194 100.0% 00% 06% 1.3% ].2% 22.3% 289% 22.8% 10,6% 3.5% 204 0.6% 00% 0.0% 0.0% 00% 0.0% 139 68 23 14 200% 32.]% 1356 E.6% 06% on 00% 0.0% 00% 0.0% 00% 0.0% 00% 0.0% 537 0 9 10 36 103 142 SOB 201% 32 0. 0699 100.0% 00% S. T.6 19% 6256 -92% 26. 0.0% 0.0% 0.0% O. !eaaaeaaeeaaaaeaaaeaeaaa -aaaaaaaaaaeaaaaaae-n - -aa !IIIIMeaaeoaoeeeeoaaaaoeaeaaaaaa IIIIIIIIIIMIIIIIIIaeaaIIMMME =!IaaaaoaaaaaaaaeaaaeaaaaEITa MIIIIIMIIIIIIIIIIIIIIIMIIIIIIIMMINIMINIEMMEMMIUMMIMIENEEMMIIIIIIIIIIMI EaaaaeaaEIIaaMMEMIMaasa©IERIIIaIREIa IMINEMIIIIIMIIIIIIIMIENNEMINEMIIIIMMEMMEMMIMEEMIIIIIIEEIMIITEI tIlIMEMENEEIIMIIIIIIIIIMINIIIMIIIMIIMMEMMEMENEMIIIIIIIIISINIMITIMZEI MEINMIIaaoaaaaaaaaaaeaaaoaaaIEaIEINa IIIIIIIIIIIIMIIIaaaaMaaaaaaeeoeaoeaaaaMIaES aaEMaaaaaaaaaaeaaaeaaaEMIaEIMa aeeeeeoeoeoaaaaa NIMIMEIMMEMMENNINIENIIIIIIIMEMENEMMIIMCIIIIIIIIIIIIIMMIIMIIMEMINIIIETIMMIMI IIII=eoeeaaaaaaeeeoeoeoeeaIERaIRSaIM ©aaaaaaaeaaaaaaaaaoaaamaa IIIIIIIIIIIIIIIIIIIIIIIIIIIIIENEMINEMEMMIIIMINIIIIIIIIIIIIIIMMIIMIIIMINMEEMMIEN MIIIIINEIIIIIIIIIIIIMMINIIIMMENEMMEMMIIIIIIIIIIIMIIIIMINIIIIMMEEMEMTEMMITI ©aaaaaaoaaaaaaaaaaaeoaIMIaEEMa ©EMaaeaaIIMMEM Ieaaaaaaaaaaaaaaaaaeaaaaaaa Iaaaaaaeaaaaoaaoaaeeaa !eeeeeeoaoaaeoeaeeeeeaaaaaa !aaaoaeaaaa eaeeaaaaaaaMEMMEMoeaaEIMIaIIIVIIa eeoeoeoeaaEEMaNEaIEN 160.0% a 100.0% WERE EMENUMaoaaaaaaaa 6:OOAM-9:00Md 59 0 1 1 • 6 12 23 8 2 2 0 0 0 0 0 0 0 0 0 0 400714,6:00PM 1• 0 0 1 3 3 6 1 0 0 0 0 0 0 0 0 0 0 0 0 0 64%AM•7:00PM 196 0 7 4 11 25 36 45 22 5 3 0 0 0 0 0 A 0 0 0 0 12 203% 0 0.0% 30 190% • 68% 0 0.0% 7 4.4% 0 00% 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 - 1 a o o a 1 o a a o o a o a a o o a o a a o 0.0% 0 O.. a 0.. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000 - o - 0 1 : 0 0 0 o a 0 o a 0 a a a o a o 0 0 0 0054 o 0.054 0 0.0% 0 u 0 0 0 0 3 1000000000000 1 50.0% 0 0.096 0 0.0.4 - 12 0 0 0 1 1 ] : o o a o 0 0 0000 16.7% o 0.. o 0.0% 11 0 0 0 1 i 6 1 0 0 0 0 0 0 0 0 0 0 0 0 1 91% 0 00% 0 00% 40 0 a 0 a v 11 9 0 0 0 0 0 0 0 o a o 0 0 0 0 00% o 0.0%0 0.0% 23 o a a 0 8 6 A s o 0 0 00000000 o s 0 0.0% 0 OVA 35 0 0 a z 1z ] a 0 0 0 0 a o 00% v 0c 23 a a a 1 5 2 6a 0 0 0 0 0 0 0 0 o a 21% 0 00% 40 0 0 0 ] 11 2 0 0 0 0 0 0 0 0 0 0 0 s12.5%z 5.. 0 93 0 0 1 313 .10 2 0 a 0 0 a 0 a 2 47%0 0.0%0 00% 38 0 3 1 6 17 8 1 0 0 0 0 0 0 0 0 0 0 0 0 - 16°% 0 0.0% 0 31 0 0 0 1 ] ] ] 5 2 1 1 0 0 0 0 0 0 0 0 0 9 290% 1 12.9% 1 3.2% 15 00000J 2 3 5 1 0 a 0 0 0 0 0 0 9 NJ 6 40.0% 0 0.0% 15 0 0 0 0 0 10 6 a 0 0 0 0 0 0 0 0 0 0 13 86.7% ] 46.7560 004 0 0 0 0 1 3 0 3 0 3 0 0 0 0 0 0 0 0 0 A 2 25.0%1 12566 1 0 0 0 0 0 3 1 0 0 0 0 0 0 0 0 1 250% 0 0% 0 00% 1 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0.0%0 1.0 00% 0 000000000000000000000 0- 0 M00 AM-900AM 390 PM -690 PM 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°b 0 0.036 63 0 0 0 5 19 IS 21 3 00 0 0 0 0 0 0 00 0 0 61 0 0 0 I 7 13 9 19 10 6 I 0 0 13 0 0 0 0 0 0 3 •.0% 31 50.6% 0 0.0% 17 27.1 0 0.0% 1.6% Nathan Warren (330; 660,048 nathan warrenpaoemesignpc com Appendix B Vistro Analysis Results Sustainable Traffic Solutions, Inc. Colorado Sand Company Traffic Impact Study Schedio Group Weld County, Colorado November 8, 2019 Exhibit 23.1 Page 76 of 224 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 ConfigurationAir h i Turning Movement Left I Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 I 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 l 6 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 In -Process Volume [veh/h] 1 0 0 , 0 0 l 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 0 Pass -by Trips [veh/h] 1 0 I 0 , 0 0 1 0 i 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 1 0 0 1 0 0 1 0 ( 0 Total Hourly Volume [vehlh] 43 I 34 12 I 63 25 6 Peak Hour Factor 0.6500 0.6500 0.7800 0.7800 0.6500 0.6500 Other Adjustment Factor 1 1.0000 I 1.0000 1 1.0000 1.0000 I 1.0000 l 1.0000 Total 15 -Minute Volume [veh/h] 17 13 4 20 10 2 Total Analysis Volume [veh/h] 66 52 15 81 38 Pedestrian Volume [ped/h] 0 0 0 11/3/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 77 of 224 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 [vehlh] 835 906 769 Degree of Utilization, x 0.14 0.11 0.06 Movement, Approach, & Intersection Results 95th -Percentile Queue Length [vet)] 0.49 0.35 0.19 95th -Percentile Queue Length [ft] 12.28 , 8.86 4.87 Approach Delay [slveh] 8.02 7.45 7.99 Approach LOS A A A Intersection Delay [s/veh] Intersection LOS 7.80 A 11/3/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 78 of 224 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 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 IF 1 ir Turning Movement Thru I Right Left Thru Left Right Lane Width [ft] 12.00 I 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 82 5 0 86 5 l 0 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 In -Process Volume [vehlh] 1 0 i 0 , 0 0 l 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 0 Pass -by Trips [veh/h] 1 0 1 0 , 0 0 l 0 i 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [veh/h] 1 0 0 , 0 0 , 0 ( 0 Total Hourly Volume [vehlh] 82 I 5 0 I 86 5 0 Peak Hour Factor 0.6700 0.6700 , 0.8600 0.8600 1 0.6300 0.6300 Other Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 31 2 0 25 l 2 0 Total Analysis Volume [veh/h] 122 I 7 0 I 100 8 0 Pedestrian Volume [pedlh] 0 0 0 11/3/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 79 of 224 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 I Free Free Stop Flared Lane No Storage Area [veh] I 0 I Two -Stage Gap Acceptance No Number of Storage Spaces in Median I 0 Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.00 0.00 0.00 0.01 I 0.00 d_M, Delay for Movement [slveh] j 1 I 7.61 0.00 I 9.05 1 Movement LOS A A A A A 95th -Percentile Queue Length [vehlln] 0.00 0.00 n0 0.00 0.03 95th -Percentile Queue Length [ftlln] 1 0.00 1 0.00 0.00 0.00 0.83 1 d_A, Approach Delay NA/eh] 0.00 0.00 9.95 Approach LOS A I A A d_I, Intersection Delay [slveh] 0.34 Intersection LOS A 11/3/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 80 of 224 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 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 Configuration1 17 iti Turning Movement Left I Thru Thru Right Left I Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 I 3 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ 0 i 0 , 0 0 l 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 I 0 0 0 l 0 I 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 [ 0 0 Other Volume [vehlh] 0 0 0 0 0 0 Total Hourly Volume Evehlh] 1 87 91 0 0 3 Peak Hour Factor 0.6700 0.6700 , 0.8600 0.8600 l 0.3800 0.3800 Other Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 0 32 26 0 l 0 2 Total Analysis Volume [veh/h] 1 I 130 106 I 0 0 8 Pedestrian Volume [ped/h] 0 0 0 11/3/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 81 of 224 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 f Free Free Stop Flared Lane No Storage Area [veh] 0 l Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.00 0.00 1 0.00 0.01 d_M, Delay for Movement [slveh] I 7.56 0.00 8.97 Movement LOS J A A A A A 95th -Percentile Queue Length [vehlln] I 0.00 0.00 0.00 I 0.00 0.03 95th -Percentile Queue Length [ftlln] l 0.05 1 0.05 , 0.00 I (7.00 I 1 0.66 d_A, Approach Delay NA/eh] 0.06 0.00 8.97 Approach LOS A A A d_I, Intersection Delay [slveh] 0.32 Intersection LOS A 11/3/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 82 of 224 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.E C 0.009 Name Market Street Market Street I-76 WB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration Turning Movement Left Thru Right Left Thru I Right Left I Thru Right Left 1 Thru Right Lane Width [ft] 12.00 12.00 2.00 12.00 12.00 i 2.00 12.00 1 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 i. OO.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0n 0 Exit Pocket Length [ft] 0.00 0.uu 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] !0.00 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 1 0 1 58 1 36 1 0 1 0 ( 17 2 5 Base Volume Adjustment Factor 1.0000 11.0000 1.0000 11.00u0 11.0000 11.0000 i .000( 11.0000 1.0000 1 1.0000 1 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 I 2.00 I 2.00 15.00 I 15.00 2.00 2.00 15.00 I 15.00 15.00 Growth Factor 1.0000 1 1.0000 I .0000 1 1.0000 1 1.0000 1 1.0000 min 1.0000 11.0000 11.0000 In -Process Volume [vehlh] I 0 0 0 [ 0 0 l 0 [ 1 1 0 [ 0 1 0 l 0 Site -Generated Trips [vehlh] 0 a 0 0 0 0 0 0 0 0 Diverted Trips [vehih] 0 0 1 0 1 0 0 I 0 0 1 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 1 0 I 0 1 0 0 0 1 ( 0 1 0 0 Other Volume [vehlh] Total Hourly Volume [vehlh] 0 1 0 142 I 82 0 0 0 1 Cl 0 58 0 36 0 0 u 0 17 0 2 0 5 Peak Hour Factor 0.7600 10.7600 1.0000 1.0000 10.7800 0.7800 1.0000 1.0000 i .0000 0.7500 0.7500 0.7500 Other Adjustment Factor 1.0000 11.0000 J00 1 1.a000 1 1.0000 1.0000 11.000C 11.0000 11.0000 11.0000 11.0000 Total 15 -Minute Volume [veh/h] 47 27 I 0 I 19 12 0 0 I 0 6 1 2 Total Analysis Volume [veh/h] 187 I 108 0 I 74 I 46 0 0 0 23 I 3 I 7 Pedestrian Volume [ped/h] 0 0 0 0 11/3/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 83 of 224 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 I Free Free I Stop I Stop Flared Lane No Storage Area [veh] I 0 0 1 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.13 0.00 0.00 I 0.00 0.00 0.00 0.00 I 0.00 0.07 0.01 I 0.01 d_M, Delay for Movement [slveh] I 7.09 P 0.00 0. 0.00 0.00 0.00 16.11 16.40 9.75 Movement LOS A I A A A C C A 95th -Percentile Queue Length [vehlln] 0.46 0.46 0.00 0.00 0.00 0.00 0.C 0.27 I 0.27 0.27 95th -Percentile Queue Length [ftlln] 11.61 11.61 _ 0.00 0.00 000 0.00 0.C 6.69 6.69 6.69 d_A, Approach Delay NA/eh] 5.06 0.00 0.00 14.79 Approach LOS A A A B d_I, Intersection Delay [slveh] 4.42 Intersection LOS C 11/3/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 84 of 224 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 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 Configurationh 4111 at Turning Movement Left I Thru I Right Left 1 Thru I Right Left I Thru I Right Left 1 Thru 1 Right Lane Width [ft] 11 I 12.00 I 12.00 12.00 I 12.00 I 1 2 . 12.00 I 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 I 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1.00.00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 I 0.00 I 0.00 0.00 I 0.00 I 0.00 0.00 I 0.00 I 0.00 1 0.00 0.00 Speed [mph] 30.00 30.00 30.00 ;I Grade [%] 0.00 0.00 0.00 0.00 C ros swa l k Yes Yes Yes Yes Volumes Name 1 Market Street Market Street 1 1-76 EB Ram p _. Base Volume Input [vehlh] Base Volume Adjustment Factor 0 .0000 230 I 16 1.0000 1.0000 1 1.0000 44 1.0000 0 .0000 37 I 0 1.0000 11.0000 98 1.0000 L0000 0 1.0000 Heavy Vehicles Percentage [%] 2.00 15.00 15.00 15.00 I 15.00 2.00 15.00 15.00 15.00 I 2.00 Growth Factor 1.000(1 11.0000 11.0000 11.0000 11.0000 3000 11.0000 11.0001 11.0000 In -Process Volume [vehlh] 1 0 0 1 0 i 0 0 1 0 1 0 1 0 i 0 l 1, Site -Generated Trips [vehlh] 0 4 a 0 4 0 0 0 0 0 Diverted Trips [vehih] 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 i 0 1 0 1 0 0 1 0 I 0 0 1 �1 0 Other Volume [vehlh] 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [vehlh] 0 230 16 44 0 37 98 0 0 i 0 Peak Hour Factor 1.0000 0.9000 0.9000 0.6600 0.6600 1.0000 1 0.7700 0.7700 0.7700 1 .0000 1.N00pu0 i .3a u0 Other Adjustment Factor 1.0000 1 1.0000 1 1.0000 1.0000 11.0000 11.0000 1.0000 11.0000 11.0000 100 11.0000 11.0000 Total 15 -Minute Volume [vehlh] 0 64 4 0 17 n 12 0 32 0 0 Total Analysis Volume [veh/h] 0 256 18 2 67 0 48 0 127 1 0 0 Pedestrian Volume [ped/h] 0 0 0 0 11/3/2019 Joseph L. Henderson, PE, PTOE. Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 85 of 224 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 I I I No I Storage Area [veh] 0 Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.00 0.00 0.00 0.08 0.00 I 0.13 0.00 0.00 I 0.00 d_M, Delay for Movement [slveh] A 7.96 I 0.00 I 0 12.26 9.93 0.0a I 0.00 I 0.00 Movement LOS 95th -Percentile Queue Length [vehlln] 95th -Percentile Queue Length [ft/In] 0.00 0.00 0.00 A A 0.00 0.00 0.00 0.12 A B 0.00 I 0.80 0.12 I 20.11 A 0.80 20.11 00 0.00 .ac 0.00 0.00 d_A, Approach Delay NA/eh] 0.00 0.23 10.57 0.00 Approach LOS A A B A d_I, Intersection Delay [s/veh] 3.60 Intersection LOS B 11/3/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 86 of 224 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 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 Configuration Turning Movement Left 1 Thru Thru Right Left I Right Lane Width [ft] 12.00 12.00 12.00 i x.00 .‘,i0 1L.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name I WCR 59 1 WCR 59 Waste Management Entrance Base Volume Input [vehlh] 23 20 9 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 2.00 2.00 2.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ 0 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 ( 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 0 Total Hourly Volume [vehlh] ( 23 20 9 0 0 0 Peak Hour Factor 0.8500 I 0.8500 0.8500 .0000 I 1.0000 I 1.0000 Other Adjustment Factor I 1.0000 1.0000 , 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [vehlh] 7 6 3 0 0 0 Total Analysis Volume [veh/h] 27 24 11 0 0 0 Pedestrian Volume [ped/h] 0 11/3/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 87 of 224 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 Flared Lane I I Storage Area [veh] 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.02 0.00 0.00 0.00 d_M, Delay for Movement [slush] 7.97 1 0.00 0.00 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.07 f 0.07 0.00 0.00 0.00 0.00 95th -Percentile Queue Length [ftlln] 1.67 1 1.67 0.00 0.00 0.00 0.00 d_A, Approach Delay NA/eh] 4.22 0.00 0.00 Approach LOS A A A d_I, Intersection Delay [slveh] 3.47 Intersection LOS A 11/3/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 88 of 224 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 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 I Thru Thru Right Left I Right Lane Width [ft] :a.,: 12.00 12.00 i x.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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] 0 I l3 9 0 I 4 Base Volume Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 2.00 2.00 75.00 Growth Factor 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ i 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 Pass -by Trips [veh/h] l 1 0 , 0 0 0 i 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 Other Volume [veh/h] 1 0 , 0 0 0 ( 0 Total Hourly Volume [vehlh] 43 9 0 0 4 Peak Hour Factor 0.8500 , 0.8500 .i .0000 1.0000 0.8500 Other Adjustment Factor 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 13 3 0 0 1 Total Analysis Volume [veh/h] 51 11 I 0 I 0 5 Pedestrian Volume [pedlh] 0 0 I 0 11/3/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 89 of 224 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 I Free Free Stop Flared Lane Storage Area [veh] 0 I Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 I Movement, Approach, & Intersection Results VJC, Movement WC Ratio i 0.00 I 0.00 I 0.01 d_M, Delay for Movement [slveh] I 1 I 0.00 Or 9.06 Movement LOS 95th -Percentile Queue Length [vehlln] i A A A 0.00 0.00 0.00 u.UU 0.02 95th -Percentile Queue Length [ft/In] 1 1 0.00 I 0.00 0.00 0.00 0.42 d_A, Approach Delay NA/eh] 0.00 0.00 9.06 Approach LOS A A I A d_I, Intersection Delay [s/veh] 0.68 Intersection LOS A 11/3/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 90 of 224 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 1: 1 Existing 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 (vic): 7.5 A 0.081 Name Market Street WCR 18 WCR 59 Approach Northbound Eastbound Westbound Lane ConfigurationAir h i Turning Movement Left I Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 I 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 45 17 5 72 34 l 23 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 In -Process Volume [vehlh] 1 0 i 0 , 0 0 1 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 0 Pass -by Trips [vehlh] 1 0 I 0 , 0 0 0 i 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 1 0 0 , 0 0 1 0 ( 0 Total Hourly Volume [vehlh] 45 I 17 5 I 72 34 I 23 Peak Hour Factor 0.9100 0.9100 , 0.7100 0.7100 1 0.7100 0.7100 Other Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 1 12 5 2 25 l 12 8 Total Analysis Volume [veh/h] 49 I 19 7 I 101 48 I 32 Pedestrian Volume [ped/h] 0 0 0 11/6/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 91 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 1: 1 Existing PM Colorado Sand Company TIS Weld County, CO Lanes Capacity per Entry Lane [vehlh] 814 947 801 Degree of Utilization, x 0.08 0.08 0.07 Movement, Approach, & Intersection Results 95th -Percentile Queue Length [vet)] 0.25 0.27 0.23 95th -Percentile Queue Length [ft] 6.18 , 6.63 5.74 Approach Delay [slveh] 7.79 7.14 7.84 Approach LOS A A A Intersection Delay [slveh] Intersection LOS 7.55 A 11/6/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 92 of 224 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 2: School Bus Access Delay (sec / veh): Level Of Service: Volume to Capacity (vic): 9.6 A 0.006 Name Market Street Market Street School Bus Access Approach Northbound Southbound Westbound Lane Configuration IF 1 ir Turning Movement Thru I Right Left Thru Left Right Lane Width [ft] 12.00 I 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 61 2 0 106 5 l 0 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 In -Process Volume [vehlh] 1 0 i 0 , 0 0 l 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 0 Pass -by Trips [vehlh] 1 0 1 0 , 0 0 [ 0 i 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 1 0 0 , 0 0 , 0 ( 0 Total Hourly Volume [vehlh] 61 I 2 0 I 106 5 0 Peak Hour Factor 0.8300 0.8300 , 0.7800 0.7800 1 0.4200 0.4200 Other Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 18 1 0 34 l 3 0 Total Analysis Volume [veh/h] 73 I 2 0 I 136 12 I 0 Pedestrian Volume [pedlh] 0 0 0 11/6/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 93 of 224 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 f Free Free Stop Flared Lane No Storage Area [veh] 0 0 l u Two -Stage Gap Acceptance No Number of Storage Spaces in Median I 0 I 0 0 Movement, Approach, & Intersection Results VJC, Movement WC Ratio l 0.00 0.00 0.00 0.00 l 0.01 0.00 d_M, Delay for Movement [slveh] I 0.00 0.00 I 7.46 0.00 9.57 8.75 Movement LOS A A A A l A I A 95th -Percentile Queue Length [vehlln] I 0.00 0.00 I 0.00 0.00 0.02 0.02 95th -Percentile Queue Length [ftlln] l 0.00 1 0.00 0.00 0.00 [ 0.48 1 0.48 d_A, Approach Delay NA/eh] 0.00 0.00 9.57 Approach LOS A I A A d_I, Intersection Delay [slveh] 0.27 Intersection LOS A 11/6/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 94 of 224 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 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 17 iti Turning Movement Left I Thru Thru Right Left I Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 3 63 111 0 0 I 2 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] 1 0 i 0 1 0 0 l 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 I 0 0 0 1 0 I 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 1 0 0 Other Volume [vehlh] 0 0 0 0 0 0 Total Hourly Volume [vehlh] 63 111 Peak Hour Factor 0.8300 0.8300 1 0.7800 0.7800 1 0.2500 0.2500 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 1 19 36 0 1 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. Exhibit 23.1 Page 95 of 224 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 f Free Free Stop Flared Lane No Storage Area [veh] 0 l Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.00 0.00 0.00 I 0.00 d_M, Delay for Movement [slveh] j 7.57 1 , 0.00 l 1 8.97 Movement LOS A A A A A 95th -Percentile Queue Length [vehlln] 0.01 0.01 0.00 0.00 0.01 95th -Percentile Queue Length [ftlln] 1 0.16 1 0.16 , 0.00 0.00 1 0.17 d_A, Approach Delay NA/eh] 0.34 0.00 8.97 Approach LOS A A A d_I, Intersection Delay [slveh] 0.23 Intersection LOS A 11/6/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 96 of 224 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 I-76 WB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration Turning Movement Left Thru Right Left Thru I Right Left I Thru Right Left 1 Thru Right Lane Width [ft] 12.00 12.00 2.00 12.00 12.00 i 2.00 12.00 1 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.OO 100.00 i. OO.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0n 0 Exit Pocket Length [ft] 0.00 0.0u 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] !0.00 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 1 0 1 82 1 27 1 0 1 0 ( 14 0 1 Base Volume Adjustment Factor 1.0000 11.0000 I i .u000 11.00u0 11.0000 11.0000 i .000( 11.0000 1.0000 1 1.0000 1 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 I 2.00 I 2.00 15.00 I 15.00 2.00 2.00 15.00 I 15.00 15.00 Growth Factor 1.0000 1 1.0000 I .0000 1 1.0000 1 1.0000 1 1.0000 min 1.0000 11.0000 11.0000 In -Process Volume [vehlh] I 0 0 0 [ 0 0 l 0 [ 1 1 u [ 0 1 0 l 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 0 0 0 0 Diverted Trips [vehih] 0 0 1 0 1 0 0 I 0 0 1 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 1 0 I 0 1 0 0 0 1 ( 0 1 0 0 Other Volume [vehlh] 0 0 0 0 1 0 0 0 0 0 0 Total Hourly Volume [vehlh] 133 64 0 0 82 27 0 u 14 0 1 Peak Hour Factor 0.9300 0.9300 1.0000 1.0000 10.8000 0.8000 1.0000 1.0000 i .0000 0.7500 0.7500 0.7500 Other Adjustment Factor 1.0000 11.0000 J00 1 1.a000 1 1.0000 1.0000 11.000C 11.0000 11.0000 11.0000 11.0000 Total 15 -Minute Volume [vehlh] 36 17 I 0 I 26 8 0 0 I 0 5 0 0 Total Analysis Volume [veh/h] 143 I 69 0 I 103 I 34 0 0 0 19 I 0 I 1 Pedestrian Volume [ped/h] 0 0 0 0 11/6/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 97 of 224 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 I Free Free I Stop I Stop Flared Lane No Storage Area [veh] I 0 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.09 0.00 0.00 I 0.00 0.00 0.00 0.00 I 0.00 0.03 0.00 I 0.00 d_M, Delay for Movement [slveh] 7.83 [ P I 0.00 0. 0.00 0.00 0.00 I 12.96 I I 8.97 Movement LOS A I A A A B A 95th -Percentile Queue Length [vehlln] 0.31 0.31 0.00 0.00 0.00 0.00 0.10 0.10 95th -Percentile Queue Length [ftlln] 7.84 7.84_ 0.00 0.00 0.00 0.00 Q.C 2.40 2.40 d_A, Approach Delay NA/eh] 5.29 0.00 0.00 12.69 Approach LOS A A A B d_I, Intersection Delay [slveh] 3.84 Intersection LOS B 11/6/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 98 of 224 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 5: 1-76 EB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (vic): 12.3 B 0.002 Name Market Street Market Street 1-76 EB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configurationh 4111 at Turning Movement Left I Thru I Right Left 1 Thru I Right Left I Thru I Right Left 1 Thru 1 Right Lane Width [ft] 11 I 12.00 I 12.00 12.00 I 12.00 I 1 2 . 12.00 I 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 I 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1.00.00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 I 0.00 I 0.00 0.00 I 0.0u I 0.uu 0.00 I 0.00 I 0.00 1 0.00 0.00 Speed [mph] 30.00 30.00 30.00 ;I Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name 1 Market Street Market Street 1 1-76 EB Ramp _. Base Volume Input [vehlh] Base Volume Adjustment Factor 0 .0000 175 I 27 1.0000 1.0000 4 1.0000 94 1.0000 0 u .0000 21 1 1.0000 11.0000 180 1.0000 L0000 0 1.0000 Heavy Vehicles Percentage [%] 2.00 15.00 15.00 15.00 I 15.00 2.00 15.00 15.00 15.00 I 2.00 Growth Factor 1.000(1 11.0000 11.0000 11.0000 11.0000 3000 11.0000 11.0001 11.0000 _. 00 In -Process Volume [vehlh] 1 0 0 1 0 i 0 01 1 0 1 0 1 0 i 0 l 1, Site -Generated Trips [vehlh] 0 I 4 I 0 0 I 0 I 0 0 0 0 Diverted Trips [vehih] 0 0 0 0 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 4 0 4 0 0 Existing Site Adjustment Volume [vehlh] 0 i 0 1 0 1 0 0 1 0 1 0 1 0 1 0 Other Volume [vehlh] 0 0 0 1 4 0 4 0 0 0 0 Total Hourly Volume [vehlh] 0 175 27 4 94 0 21 1 180 0 0 i 0 Peak Hour Factor 11.0000 0.9000 0.9000 0.7700 0.7700 1.0000 1 0.9200 0.9200 0.9200 1 .0000 1.N00p00 i .3a U0 Other Adjustment Factor 1.0000 1 1.0000 1 1.0000 1.0000 11.0000 11.0000 1.0000 11.0000 11.0000 100 11.0000 11.0000 Total 15 -Minute Volume [vehlh] 0 49 8 1 31 6 0 49 0 0 Total Analysis Volume [veh/h] 0 194 30 5 122 0 23 1 196 0 0 Pedestrian Volume [ped/h] 4 4 4 0 11/6/2019 Joseph L. Henderson, PE, PTOE. Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 99 of 224 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 I I I No I Storage Area [veh] 0 Two -Stage Gap Acceptance No Number of Storage Spaces in Median I 0 I I Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.00 0.00 0.00 0.00 0.00 0.03 0.00 I 0.19 0.00 0.00 I 0.00 d_M, Delay for Movement [slveh] A 7.79 I 0.00 11.88 I 12.35 I 10.09 0.00 am � Movement LOS A A A B B B 95th -Percentile Queue Length [vehlln] 95th -Percentile Queue Length [ftlln] 0.00 0.00 0.00 0.00 0.01 0.00 0.23 0.01 I n 0.89 0.23 I 22.18 122.18 0.89 0.89 00 22.18 0.00 .0C 0.00 0.00 d_A, Approach Delay NA/eh] 0.00 0.32 10.28 0.00 Approach LOS A A B A d_I, Intersection Delay [slveh] 4.20 Intersection LOS B 11/6/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 100 of 224 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 6: WM Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (vic): 7.9 A 0.002 Name WCR 59 WCR 59 Waste Management Entrance Approach Northbound Southbound Eastbound Lane Configuration Turning Movement Left 1 Thru Thru Right Left I Right Lane Width [ft] 12.00 12.00 12.00 i x.00 .‘,i0 1L.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name I WCR 59 1 WCR 59 Waste Management Entrance Base Volume Input [vehlh] 3 6 15 I 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 2.00 2.00 2.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ 0 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 ( 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 0 Total Hourly Volume [vehlh] ( 3 6 15 0 0 0 Peak Hour Factor 0.8500 I 0.8500 0.8500 .0000 I 1.0000 I 1.0000 Other Adjustment Factor I 1.0000 1.0000 , 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [vehlh] 1 2 4 0 0 0 Total Analysis Volume [veh/h] 4 7 18 0 0 0 Pedestrian Volume [ped/h] 0 11/6/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 101 of 224 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 I I Storage Area [veh] 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.00 0.00 0.00 0.00 0.00 d_M, Delay for Movement [slush] 7.92 1 0.00 0.00 0.00 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.01 f 0.01 0.00 0.00 0.00 0.00 95th -Percentile Queue Length [ftlln] 0.18 1 0.18 0.00 0.00 0.00 0.00 d_A, Approach Delay NA/eh] 2.64 0.00 0.00 Approach LOS A A A d_l, Intersection Delay [slveh] 0.99 Intersection LOS A 11/6/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 102 of 224 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 7: WM Exit Delay (sec / veh): Level Of Service: Volume to Capacity (vic): 9.1 A 0.012 Name WCR 59 WCR 59 Waste Management Exit Approach Northbound Southbound Eastbound Lane Configuration r Turning Movement Left I Thru Thru Right Left I Right Lane Width [ft] ., 2.C 12.00 12.00 i .00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 0 I 9 15 0 I 11 Base Volume Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 2.00 2.00 75.00 Growth Factor 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ i 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 Pass -by Trips [vehlh] l 1 0 , 0 0 0 i 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 Other Volume [vehlh] 1 0 , 0 0 0 ( 0 Total Hourly Volume [vehlh] 9 15 I 0 I 0 I 11 Peak Hour Factor 0.8500 , 0.8500 .i .0000 1.0000 0.8500 Other Adjustment Factor 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 3 4 0 0 3 Total Analysis Volume [veh/h] 11 18 I 0 I 0 I 13 Pedestrian Volume [pedlh] 0 0 I 0 11/6/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 103 of 224 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 I Free Free Stop Flared Lane Storage Area [veh] 0 I Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 I Movement, Approach, & Intersection Results VJC, Movement WC Ratio i 0.00 I 0.00 I 0.01 d_M, Delay for Movement [slveh] I 1 I 0.00 0.C 9.11 Movement LOS 95th -Percentile Queue Length [vehlln] i A A A 0.00 0.00 0.00 0.00 0.04 95th -Percentile Queue Length [ftlln] 1 1 0.00 I 0.00 0.00 0 1 0.94 d_A, Approach Delay NA/eh] 0.00 0.00 9.11 Approach LOS A A I A d_I, Intersection Delay [slveh] 2.86 Intersection LOS A 11/6/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 104 of 224 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 2: 2 2020 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 (vic): 7.8 A 0.141 Name Market Street WCR 18 WCR 59 Approach Northbound Eastbound Westbound Lane ConfigurationAir h i Turning Movement Left I Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 I 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 43 34 12 63 25 l 6 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0100 I 1.0100 1.0100 I 1.0100 1.0100 I 1.0100 In -Process Volume [vehlh] 1 0 0 , 0 0 1 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 0 Pass -by Trips [vehlh] 1 0 0 , 0 0 I 0 1 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 1 0 0 1 0 0 1 0 ( 0 Total Hourly Volume [vehlh] 43 I 34 12 I 64 25 6 Peak Hour Factor 0.6500 0.6500 0.7800 0.7800 0.6500 0.6500 Other Adjustment Factor 1 1.0000 I 1.0000 1 1.0000 1.0000 I 1.0000 l 1.0000 Total 15 -Minute Volume [vehlh] 17 13 4 21 10 2 Total Analysis Volume [veh/h] 66 52 15 82 38 Pedestrian Volume [pedlh] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 105 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 2: 2 2020 Back AM Colorado Sand Company TIS Weld County, CO Lanes Capacity per Entry Lane [vehlh] 834 906 769 Degree of Utilization, x 0.14 0.11 0.06 Movement, Approach, & Intersection Results 95th -Percentile Queue Length [vet)] 0.49 0.36 0.20 95th -Percentile Queue Length [ft] 12.29 , 8.96 4.88 Approach Delay [slveh] 8.02 7.45 7.99 Approach LOS A A A Intersection Delay [slveh] Intersection LOS 7.81 A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 106 of 224 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 2: 2 2020 Back 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): 10.0 A 0.011 Name Market Street Market Street School Bus Access Approach Northbound Southbound Westbound Lane Configuration IF 1 ir Turning Movement Thru I Right Left Thru Left Right Lane Width [ft] 12.00 I 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 l 0 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0100 I 1.0000 1.0000 I 1.0100 1.0000 I 1.0000 In -Process Volume [veh/h] 1 0 0 , 0 0 1 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 0 Pass -by Trips [vehlh] 1 0 1 0 , 0 0 l 0 i 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 1 0 0 , 0 0 , 0 ( 0 Total Hourly Volume [vehlh] 83 I 5 0 I 87 5 0 Peak Hour Factor 0.6700 0.6700 , 0.8600 0.8600 1 0.6300 0.6300 Other Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Total 15 -Minute Volume [veh/h] 31 2 0 25 l 2 0 Total Analysis Volume [veh/h] 124 I 7 0 I 101 8 0 Pedestrian Volume [pedlh] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 107 of 224 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 f Free Free Stop Flared Lane No Storage Area [veh] 0 l Two -Stage Gap Acceptance No Number of Storage Spaces in Median I 0 Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.00 I 0.00 0.00 1 0.01 0.00 d_M, Delay for Movement [slveh] 0.00 I 7.61 0.00 9.97 Movement LOS J A A A A l A 95th -Percentile Queue Length [vehlln] I 0.00 0.00 I 0,00 0.00 0.03 95th -Percentile Queue Length [ftlln] l 0.00 1 0.00 0.00 0.00 0.83 1 d_A, Approach Delay NA/eh] 0.00 0.00 9.97 Approach LOS A I A A d_I, Intersection Delay [slveh] 0.33 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 108 of 224 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 2: 2 2020 Back 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 (vic): 9.0 A 0.009 Name Market Street Market Street Pippin Lane Approach Northbound Southbound Eastbound Lane Configuration1 17 iti Turning Movement Left I Thru Thru Right Left I Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 1 87 91 0 0 I 3 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0000 I 1.0100 1.0100 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ 0 0 , 0 0 l 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 l 0 I 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 [ 0 0 Other Volume [vehlh] 0 0 0 0 0 0 Total Hourly Volume [vehlh] 1 88 92 0 0 3 Peak Hour Factor 0.6700 0.6700 , 0.8600 0.8600 l 0.3800 0.3800 Other Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 0 33 27 0 l 0 2 Total Analysis Volume [veh/h] 107 I 0 0 8 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 109 of 224 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 f Free Free Stop Flared Lane No Storage Area [veh] 0 l Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.00 0.00 1 0.00 0.01 d_M, Delay for Movement [slveh] I 7.56 0.00 8.98 Movement LOS J A A A A A 95th -Percentile Queue Length [vehlln] I 0.00 0.00 0.00 I 0.00 0.03 95th -Percentile Queue Length [ftlln] l 0.05 1 0.05 , 0.00 I (7.00 I 1 0.66 d_A, Approach Delay NA/eh] 0.06 0.00 8.98 Approach LOS A A A d_I, Intersection Delay [slveh] 0.32 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 110 of 224 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 2: 2 2020 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 (vic): 16.5 C 0.009 Name Market Street Market Street I-76 WB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration Turning Movement Left Thru Right Left Thru I Right Left I Thru Right Left 1 Thru Right Lane Width [ft] 12.00 12.00 2.00 12.00 12.00 i 2.00 12.00 1 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 i. OO.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0n 0 Exit Pocket Length [ft] 0.00 0.uu 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] !0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 WB Ramp Base Volume Input [vehih] 142 82 1 0 1 58 1 36 1 0 1 0 ( 17 2 5 Base Volume Adjustment Factor 1.0000 11.0000 1.0000 11.00u0 11.0000 11.0000 i .0000 11.0000 1.0000 1 1.0000 1 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 I 2.00 I 2.00 15.00 I 15.00 2.00 2.00 15.00 I 15.00 15.00 Growth Factor 1.0100 1 1.0100 I .0000 1 1.0000 1 1.0100 1 1.0100 min 1.0100 11.0100 11.0100 In -Process Volume [vehlh] I 0 0 0 [ 0 0 l 0 [ 1 1 0 [ 0 1 0 l 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 0 0 0 0 Diverted Trips [vehih] 0 0 1 0 1 0 0 I 0 0 1 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 1 0 I 0 1 0 0 0 1 ( 0 1 0 0 Other Volume [vehlh] Total Hourly Volume [vehlh] 0 1 0 143 I 83 0 0 0 1 Cl 0 59 0 36 0 0 u 0 17 0 2 0 5 Peak Hour Factor 0.7600 10.7600 1.0000 1.0000 10.7800 0.7800 1.0000 1.0000 i .0000 0.7500 0.7500 0.7500 Other Adjustment Factor 1.0000 11.0000 J00 1 1.0000 1 1.0000 1.0000 11.000C 11.0000 11.0000 11.0000 11.0000 Total 15 -Minute Volume [vehlh] 47 27 I 0 I 19 12 0 0 I 0 6 1 2 Total Analysis Volume [veh/h] 188 I 109 0 I 76 I 46 0 0 0 23 I 3 I 7 Pedestrian Volume [ped/h] 0 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 111 of 224 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 I Free I Free I Stop I Stop Flared Lane No Storage Area [veh] I 0 0 1 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VJC, Movement V/C Ratio 0.14 0.00 0.00 I 0.00 0.00 0.00 0.00 I 0.00 0.07 0.01 I 0.01 d_M, Delay for Movement [s/veh] [ 8.00 [ P I 0.00 0. 0.00 0.00 0.00 I 16.22 16.49 9.77 Movement LOS A I A A A C C A 95th -Percentile Queue Length [veh/In] 0.47 0.47 0.00 0.00 0.00 0.00 0.C 0.27 I 0.27 0.27 95th -Percentile Queue Length [ft/In] 11.71 11.71 _ 0.00 0.00 O00 0.00 0 C 6.75 6.75 6.75 d_A, Approach Delay NA/eh] 5.06 0.00 0.00 14.88 Approach LOS A A A B d_I, Intersection Delay [s/veh] 4.41 Intersection LOS C 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 112 of 224 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 2: 2 2020 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): 12.3 B 0.081 Name Market Street Market Street 1-76 EB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configurationh 4111 at Turning Movement Left I Thru I Right Left 1 Thru I Right Left I Thru I Right Left 1 Thru 1 Right Lane Width [ft] 11 I 12.00 I 12.00 12.00 I 12.00 I 1 2 . 12.00 I 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 I 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1.00.00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 I 0.00 I 0.00 0.00 I 0.00 I 0.00 0.00 I 0.00 I 0.00 1 0.00 0.00 Speed [mph] 30.00 30.00 30.00 ;I Grade [%] 0.00 0.00 0.00 0.00 C ros swa l k Yes Yes Yes Yes Volumes Name 1 Market Street Market Street 1 1-76 EB Ramp _. Base Volume Input [veh/h] Base Volume Adjustment Factor 0 .0000 230 I 16 1.0000 1.0000 1 1.0000 44 1.0000 0 .0000 37 I 0 1.0000 11.0000 98 1.0000 L0000 0 1.0000 Heavy Vehicles Percentage [%] 2.00 15.00 15.00 15.00 I 15.00 2.00 15.00 15.00 15.00 I 2.00 Growth Factor 1.000n 1 1.0101 1 1.0100 1 1.0100 1 1.0100 3000 11.0100 11.0101 11.0100 In -Process Volume [vehlh] 1 0 0 I 0 i 0 0 1 0 1 0 1 0 i 0 l 1, Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 I 0 1 0 1 t? 0 0 0 I o 1 7 0 Other Volume [vehlh] 0 0 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 0 232 I 16 1 44 I 0 37 0 99 0 0 i 0 Peak Hour Factor 11.0000 0.9000 0.9000 0.6600 0.6600 1.0000 1 0.7700 0.7700 0.7700 1 .0000 1.N00p00 i . otiuu Other Adjustment Factor 1.0000 1 1.0000 1 1.0000 1.0000 11.0000 11.0000 1.0000 11.0000 11.0000 100 11.0000 11.0000 Total 15 -Minute Volume [veh/h] 0 64 4 0 17 n 12 0 32 0 0 Total Analysis Volume [veh/h] 0 258 18 2 67 0 48 0 129 0 0 Pedestrian Volume [ped./h] 0 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE. Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 113 of 224 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 I I` I No I Storage Area [veh] 0 Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VJC, Movement V/C Ratio 0.00 0.00 0.00 0.08 0.00 I 0.13 0.00 0.00 I 0.00 d_M, Delay for Movement [s/veh] A 7.97 I 0.00 I 0 12.29 9.94 0.00 I 0.00 I a.00 Movement LOS 95th -Percentile Queue Length [veh/In] 95th -Percentile Queue Length [ft/In] 0.00 0.00 0.00 A A 0.00 0.00 0.00 0.12 A B 0.00 l 0.82 0.12 I 20.39 20.39 A 0.82 .00 20.39 0.00 d.0C 0.00 0.00 d_A, Approach Delay NA/eh] 0.00 0.23 10.58 0.00 Approach LOS A A B A d_I, Intersection Delay [s/veh] 3.62 Intersection LOS B 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 114 of 224 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 2: 2 2020 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 (vic): 8.0 A 0.022 Name WCR 59 WCR 59 Waste Management Entrance Approach Northbound Southbound Eastbound Lane Configuration Turning Movement Left 1 Thru Thru Right Left I Right Lane Width [ft] 12.00 12.00 12.00 i x.00 .‘,i0 1L.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name I WCR 59 1 WCR 59 Waste Management Entrance Base Volume Input [vehlh] 23 20 9 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 2.00 2.00 2.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ 0 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 ( 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 0 Total Hourly Volume [vehlh] ( 23 20 9 0 0 0 Peak Hour Factor 0.8500 I 0.8500 0.8500 .0000 I 1.0000 I 1.0000 Other Adjustment Factor I 1.0000 1.0000 , 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [vehlh] 7 6 3 0 0 0 Total Analysis Volume [veh/h] 27 24 11 0 0 0 Pedestrian Volume [ped/h] 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 115 of 224 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 I I Storage Area [veh] 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.02 0.00 0.00 0.00 d_M, Delay for Movement [slush] 7.97 1 0.00 0.00 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.07 f 0.07 0.00 0.00 0.00 0.00 95th -Percentile Queue Length [ftlln] 1.67 1 1.67 0.00 0.00 0.00 0.00 d_A, Approach Delay NA/eh] 4.22 0.00 0.00 Approach LOS A A A d_I, Intersection Delay [s/veh] 3.47 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 116 of 224 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 2: 2 2020 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 (vic): 9.1 A 0.006 Name WCR 59 WCR 59 Waste Management Exit Approach Northbound Southbound Eastbound Lane Configuration r Turning Movement Left I Thru Thru Right Left I Right Lane Width [ft] :a.,: 12.00 12.00 i x.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 0 I 43 9 0 I 4 Base Volume Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 2.00 2.00 75.00 Growth Factor 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ i 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 Pass -by Trips [vehlh] l 1 0 , 0 0 0 i 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 Other Volume [vehlh] 1 0 , 0 0 0 ( 0 Total Hourly Volume [vehlh] 43 9 0 0 4 Peak Hour Factor 0.8500 , 0.8500 .i .0000 1.0000 0.8500 Other Adjustment Factor 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 13 3 0 0 1 Total Analysis Volume [veh/h] 51 11 I 0 I 0 5 Pedestrian Volume [pedlh] 0 0 I 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 117 of 224 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 I Free Free Stop Flared Lane Storage Area [veh] 0 I Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 I Movement, Approach, & Intersection Results VJC, Movement WC Ratio i 0.00 I 0.00 I 0.01 d_M, Delay for Movement [s/veh] I 1 I 0.00 Q.^r 9.06 Movement LOS 95th -Percentile Queue Length [veh/In] i A A A 0.00 0.00 0.00 u.UU 0.02 95th -Percentile Queue Length [ft/In] 1 1 0.00 I 0.00 0.00 0.00 0.42 d_A, Approach Delay NA/eh] 0.00 0.00 9.06 Approach LOS A A I A d_I, Intersection Delay [s/veh] 0.68 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 118 of 224 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 IF 1 Turning Movement Thru I Right Left Thru Left Right Lane Width [ft] 12.00 I 12.00 d `.u0 12.00 1''.00 G L.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Y Volumes Name I WCR 59 I WCR 59 I Mine Entrance Base Volume Input [vehlh] Base Volume Adjustment Factor 43 I 0 0 I 13 0 0 1.0000 1.0000 1.0000 1.0000 "i . 0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 2.00 75.00 2.00 2.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ 0 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 ( 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 0 Total Hourly Volume [vehlh] ( 43 0 0 13 1 0 Peak Hour Factor 0.8500 I 0.8500 I 1.0000 I 0.8500 I 1.0000 I 1.0000 Other Adjustment Factor I 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [vehlh] 13 I 0 I 0 I 4 Total Analysis Volume [veh/h] 51 0 0 15 0 0 Pedestrian Volume [ped/h] 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 119 of 224 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 i Flared Lane I I I Storage Area [veh] 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.00 0.00 0.00 0.00 0.00 d_M, Delay for Movement [slush] 1 0.00 0.00 0.00 0.00 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.00 f 00 0.00 I 95th -Percentile Queue Length [ftlln] 0.00 1 0.00 0.00 0.00 d_A, Approach Delay NA/eh] 0.00 0.00 0.00 Approach LOS A A A d_I, Intersection Delay [slve h] 0.00 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 120 of 224 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 2: 2 2020 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 (vlc): 0.0 A 0.000 Name WCR 59 WCR 59 Mine Exit Approach Northbound Southbound Westbound Lane Configuration Turning Movement Thru I Right Left Thru Left Right Lane Width [ft] 12.00 I 12.00 12.00 I a. No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.tl 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 [vehlh] 20 1 9 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 I 75.00 75.00 2.00 Growth Factor 1.0000 1 1.0000 1.0000 1000 In -Process Volume [vehlh] 0 1 1 0 0 1 0 Site -Generated Trips [vehlh] 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 I 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 Total Hourly Volume [vehlh] 20 0 0 9 0 0 Peak Hour Factor 0.8500 1.0000 1.000 0.8500 0.8500 1.0000 Other Adjustment Factor 1.0000 1.0000 I . cr..J.,}.: 1.0000 1.0000 1.0000 Total 15 -Minute Volume [vehlhJ 6 0 0 3 0 0 Total Analysis Volume [veh/h] 24 0 0 11 0 0 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 121 of 224 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 I I l Storage Area [veh] 0 Two -Stage Gap Acceptance No Number of Storage Spaces in Median I 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.00 0.00 0.00 0.00 0.00 d_M, Delay for Movement [slush] 1 0.00 0.00 0.00 1 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.00 0 00 0.00 u.00 I 95th -Percentile Queue Length [ftlln] 0.00 1 0.00 0.00 0.00 0.00 d_A, Approach Delay NA/eh] 0.00 0.00 9.39 Approach LOS A A A d_I, Intersection Delay [slveh] 0.00 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 122 of 224 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 2: 2 2020 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): 7.5 A 0.082 Name Market Street WCR 18 WCR 59 Approach Northbound Eastbound Westbound Lane ConfigurationAir h i Turning Movement Left I Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 I 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 45 17 5 72 34 l 23 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0100 I 1.0100 1.0100 I 1.0100 1.0100 I 1.0100 In -Process Volume [vehlh] 1 0 0 , 0 0 1 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 0 Pass -by Trips [vehlh] 1 0 0 , 0 0 0 1 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 1 0 0 , 0 0 1 0 ( 0 Total Hourly Volume [vehlh] 45 I 17 5 I 73 34 I 23 Peak Hour Factor 0.9100 0.9100 , 0.7100 0.7100 1 0.7100 0.7100 Other Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 1 12 5 2 26 l 12 8 Total Analysis Volume [veh/h] 49 I 19 7 I 103 48 I 32 Pedestrian Volume [pedlh] 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 123 of 224 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 [vehlh] 814 947 801 Degree of Utilization, x 0.08 0.08 0.07 Movement, Approach, & Intersection Results 95th -Percentile Queue Length [vet)] 0.25 0.27 0.23 95th -Percentile Queue Length [ft] 6.18 , 6.73 5.74 Approach Delay [slveh] 7.79 7.14 7.84 Approach LOS A A A Intersection Delay [slveh] Intersection LOS 7.55 A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 124 of 224 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 2: School Bus Access Delay (sec / veh): Level Of Service: Volume to Capacity (vic): 9.6 A 0.€00 Name Market Street Market Street School Bus Access Approach Northbound Southbound Westbound Lane Configuration IF 1 ir Turning Movement Thru I Right Left Thru Left Right Lane Width [ft] 12.00 I 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 61 2 0 106 5 l 0 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0100 I 1.0000 1.0000 I 1.0100 1.0000 I 1.0000 In -Process Volume [vehlh] 1 0 0 , 0 0 1 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 0 Pass -by Trips [vehlh] 1 0 1 0 , 0 0 [ 0 i 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 1 0 0 , 0 0 , 0 ( 0 Total Hourly Volume [vehlh] 62 I 2 0 I 107 5 0 Peak Hour Factor 0.8300 0.8300 , 0.7800 0.7800 1 0.4200 0.4200 Other Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 19 1 0 34 l 3 0 Total Analysis Volume [veh/h] 75 I 2 0 I 137 12 I 0 Pedestrian Volume [pedlh] 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 125 of 224 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 f Free Free Stop Flared Lane No Storage Area [veh] .,i 0 l u Two -Stage Gap Acceptance No Number of Storage Spaces in Median I 0 0 0 Movement, Approach, & Intersection Results VJC, Movement WC Ratio l 0.00 0.00 0.00 0.00 l 0.01 0.00 d_M, Delay for Movement [slveh] I 0.00 0.00 I 7.47 0.00 9.58 8.75 Movement LOS A A A A l A I A 95th -Percentile Queue Length [vehlln] I 0.00 0.00 I 'Q.00 0.00 0.02 0.02 95th -Percentile Queue Length [ftlln] l 0.00 1 0.00 0.00 0.00 [ 0.48 1 0.48 d_A, Approach Delay NA/eh] 0.00 0.00 9.58 Approach LOS A I A A d_I, Intersection Delay [slveh] 0.27 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 126 of 224 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 (vlc): 9.0 A 0.002 Name Market Street Market Street Pippin Lane Approach Northbound Southbound Eastbound Lane Configuration1 17 iti Turning Movement Left I Thru Thru Right Left I Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 3 63 111 0 0 I 2 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0000 I 1.0100 1.0100 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] 1 0 0 1 0 0 l 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 1 0 I 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 1 0 0 Other Volume [vehlh] 0 0 0 0 0 0 Total Hourly Volume [vehlh] 64 112 Peak Hour Factor 0.8300 0.8300 1 0.7800 0.7800 1 0.2500 0.2500 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 1 19 36 0 1 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. Exhibit 23.1 Page 127 of 224 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 I Free Free Stop Flared Lane No Storage Area [veh] 0 I Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.00 0.00 0.00 0.00 I 0.00 d_M, Delay for Movement [slveh] j 7.58 0.00 I 0.00 0.00 I 1 8.98 Movement LOS A A A A A 95th -Percentile Queue Length [vehlln] 0.01 0.01 0.00 0.00 0.01 95th -Percentile Queue Length [ftlln] 1 0.16 1 0.16 I 0.00 0.00 0.17 d_A, Approach Delay NA/eh] 0.34 0.00 8.98 Approach LOS A A A d_I, Intersection Delay [slveh] 0.22 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 128 of 224 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 4: 1-76 WB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (vic): 13.0 B 0.030 Name Market Street Market Street I-76 WB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration Turning Movement Left Thru Right Left Thru I Right Left I Thru Right Left 1 Thru Right Lane Width [ft] 12.00 12.00 2.00 12.00 12.00 i 2.00 12.0O 1 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 i. OO.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0n 0 Exit Pocket Length [ft] 0.00 0.uu 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] !0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 WB Ramp Base Volume Input [vehlh] 133 64 1 0 1 82 1 27 1 0 1 0 ( 14 0 1 Base Volume Adjustment Factor 1.0000 11.0000 I i .0000 11.0000 11.0000 11.0000 i .0000 11.0000 1.0000 1 1.0000 1 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 I 2.00 I 2.00 15.00 I 15.00 2.00 2.00 15.00 I 15.00 15.00 Growth Factor 1.0100 1 1.0100 I .0000 1 1.0000 1 1.0100 1 1.0100 min 1.0100 11.0100 11.0100 In -Process Volume [vehlh] I 0 0 0 [ 0 0 l 0 [ 1 1 0 [ 0 1 0 l 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 0 0 0 0 Diverted Trips [vehih] 0 0 1 0 1 0 0 I 0 0 1 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 1 0 I 0 1 0 0 0 1 ( 0 1 0 0 Other Volume [vehlh] 0 0 0 0 1 0 0 0 0 0 0 Total Hourly Volume [vehlh] 134 65 0 0 83 27 0 u 14 0 1 Peak Hour Factor 0.9300 0.9300 1.0000 1.0000 10.8000 0.8000 1.0000 1.0000 i .0000 0.7500 0.7500 0.7500 Other Adjustment Factor 1.0000 11.0000 J00 1 1.0000 1 1.0000 1.0000 11.000C 11.0OO0 11.0000 11.0000 11.0000 Total 15 -Minute Volume [vehlh] 36 17 I 0 I 26 8 0 0 I 0 5 0 0 Total Analysis Volume [veh/h] 144 I 70 0 I 104 I 34 0 0 0 Pedestrian Volume [ped/h] 0 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 129 of 224 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 I Free I Free Stop I Stop Flared Lane No Storage Area [veh] I 0 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.10 0.00 0.00 I 0.00 0.00 0.00 0.00 I 0.00 0.03 0.00 I 0.00 d_M, Delay for Movement [slveh] [ 7.84 [ P I 0.00 0. 0.00 0.00 0.00 I 13.02 I I 8.98 Movement LOS A A A A B A 95th -Percentile Queue Length [vehlln] 0.32 0.32 0.00 0.00 0.00 0.00 0.10 0.10 95th -Percentile Queue Length [ftlln] 7.92 7.92 I _ 0.00 0.00 O00 0.00 0.C 2.42 2.42 d_A, Approach Delay NA/eh] 5.28 0.00 0.00 12.75 Approach LOS A A I A B d_I, Intersection Delay [slveh] 3.83 Intersection LOS B 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 130 of 224 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 (vic): 12A B 0.002 Name Market Street Market Street 1-76 EB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configurationh 4111 at Turning Movement Left I Thru I Right Left 1 Thru I Right Left I Thru I Right Left 1 Thru 1 Right Lane Width [ft] 11 I 12.00 I 12.00 12.00 I 12.00 I 1 2 . 12.00 I 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 I 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1.00.00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 I 0.00 I 0.00 0.00 I 0.0u I 0.00 0.00 I 0.00 I 0.00 1 0.00 0.00 Speed [mph] 30.00 30.00 30.00 ;I Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name 1 Market Street Market Street 1 1-76 EB Ramp _. Base Volume Input [vehlh] Base Volume Adjustment Factor 0 .0000 175 I 27 1.0000 1.0000 4 1.0000 94 1.0000 0 u .0000 21 1 1.0000 11.0000 180 1.0000 L0000 0 1.0000 Heavy Vehicles Percentage [%] 2.00 15.00 15.00 15.00 I 15.00 2.00 15.00 15.00 15.00 I 2.00 Growth Factor 1.0000 1 1.0101 1 1.0100 1 1.0100 1 1.0100 3000 11.0100 11.0101 11.0100 _. 00 In -Process Volume [vehlh] 1 0 0 I 0 i 0 0 1 0 1 0 1 0 i 0 l 1, Site -Generated Trips [vehlh] 0 I 0 I 0 0 I 0 I 0 0 0 0 Diverted Trips [vehih] 0 0 0 0 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 I 0 1 0 1 t? 0 0 0 I o 1 7 0 Other Volume [vehlh] 0 0 0 I 0 0 0 0 0 0 0 Total Hourly Volume [vehlh] 0 177 27 4 95 0 21 1 182 0 0 i 0 Peak Hour Factor 11.0000 0.9000 0.9000 0.7700 0.7700 1.0000 1 0.9200 0.9200 0.9200 1 .0000 1.N00p00 i .3UUU0 Other Adjustment Factor 1.0000 1 1.0000 1 1.0000 1.0000 11.0000 11.0000 1.0000 11.0000 11.0000 100 11.0000 11.0000 Total 15 -Minute Volume [vehlh] 0 49 8 1 31 6 0 49 0 0 Total Analysis Volume [veh/h] 0 197 30 5 123 0 23 1 198 0 0 Pedestrian Volume [ped/h] 0 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE. Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 131 of 224 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 I I I No I Storage Area [veh] 0 Two -Stage Gap Acceptance No Number of Storage Spaces in Median I 0 I I Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.00 0.00 0.00 0.00 0.00 0.03 0.00 I 0.20 0.00 0.00 I 0.00 d_M, Delay for Movement [slveh] A 7.79 I 0.00 11.93 I 12.39 I 10.11 0.0a I a.00 I a.00 Movement LOS A A A B B B 95th -Percentile Queue Length [vehlln] 95th -Percentile Queue Length [ftlln] 0.00 0.00 0.00 0.00 0.01 0.00 0.23 0.01 I n 0.90 0.23 I 22.50 122.50 0.90 0.90 22.50 n.00 0.00 u.00 I 0.00 0.00 0.00 d_A, Approach Delay NA/eh] 0.00 0.31 10.31 0.00 Approach LOS A A B A d_I, Intersection Delay [slveh] 4.21 Intersection LOS B 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 132 of 224 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 6: WM Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (vic): 7.9 A 0.002 Name WCR 59 WCR 59 Waste Management Entrance Approach Northbound Southbound Eastbound Lane Configuration Turning Movement Left 1 Thru Thru Right Left I Right Lane Width [ft] 12.00 12.00 12.00 i x.00 .‘,i0 1L.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name I WCR 59 1 WCR 59 Waste Management Entrance Base Volume Input [vehlh] 3 6 15 I 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 2.00 2.00 2.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ 0 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 ( 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 0 Total Hourly Volume [vehlh] ( 3 6 15 0 0 0 Peak Hour Factor 0.8500 I 0.8500 0.8500 .0000 I 1.0000 I 1.0000 Other Adjustment Factor I 1.0000 1.0000 , 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [vehlh] 1 2 4 0 0 0 Total Analysis Volume [veh/h] 4 7 18 0 0 0 Pedestrian Volume [ped/h] 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 133 of 224 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 Flared Lane I I Storage Area [veh] 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.00 0.00 0.00 0.00 0.00 d_M, Delay for Movement [slush] 7.92 1 0.00 0.00 0.00 0.00 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.01 f 0.01 0.00 0.00 0.00 0.00 95th -Percentile Queue Length [ftlln] 0.18 1 0.18 0.00 0.00 0.00 0.00 d_A, Approach Delay NA/eh] 2.64 0.00 0.00 Approach LOS A A A d_I, Intersection Delay [slveh] 0.99 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 134 of 224 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 (vic): 9.1 A 0.012 Name WCR 59 WCR 59 Waste Management Exit Approach Northbound Southbound Eastbound Lane Configuration r Turning Movement Left I Thru Thru Right Left I Right Lane Width [ft] ., 2.C 12.00 12.00 i .00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 0 I 9 15 0 I 11 Base Volume Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 2.00 2.00 75.00 Growth Factor 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ i 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 Pass -by Trips [vehlh] l 1 0 , 0 0 0 i 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 Other Volume [vehlh] 1 0 , 0 0 0 ( 0 Total Hourly Volume [vehlh] 9 15 I 0 I 0 I 11 Peak Hour Factor 0.8500 , 0.8500 .i .0000 1.0000 0.8500 Other Adjustment Factor 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 3 4 0 0 3 Total Analysis Volume [veh/h] 11 18 I 0 I 0 I 13 Pedestrian Volume [pedlh] 0 0 I 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 135 of 224 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 I Free Free Stop Flared Lane Storage Area [veh] 0 I Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 I f Movement, Approach, & Intersection Results VIC, Movement WC Ratio i 0.00 0.00 0.00 0.01 d_M, Delay for Movement [slush] I I I ry -, �` 0.00 0.00 9.11 Movement LOS 95th -Percentile Queue Length [vehlln] i A A A 0.00 0.00 0.00 0.04 95th -Percentile Queue Length [ftlln] 1 1 0.00 I 0.00 0.00 0.C„ 1 0.94 d_A, Approach Delay NA/eh] 0.00 0.00 9.11 Approach LOS A A I A d_I, Intersection Delay [slveh] 2.86 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 136 of 224 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 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 (vic): 8.3 A 0.180 Name Market Street WCR 18 WCR 59 Approach Northbound Eastbound Westbound Lane ConfigurationAir h i Turning Movement Left I Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 I 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 43 34 12 63 25 l 6 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0100 I 1.0100 1.0100 I 1.0100 1.0100 I 1.0100 In -Process Volume [vehlh] 1 0 0 1 0 0 1 0 0 Site -Generated Trips [vehlh] 0 18 0 0 52 0 Diverted Trips [vehlh] 0 0 0 0 0 0 Pass -by Trips [vehlh] 1 0 0 1 0 0 0 1 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 1 0 0 1 0 0 1 0 ( 0 Total Hourly Volume [vehlh] 43 I 52 12 I 64 I 77 I 6 Peak Hour Factor 1 0.6500 0.6500 0.7800 0.7800 1 0.6500 0.6500 Other Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 17 20 4 21 1 30 2 Total Analysis Volume [veh/h] 66 I 80 15 I 82 118 I 9 Pedestrian Volume [pedlh] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 137 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Lanes Capacity per Entry Lane [vehlh] 810 867 751 Degree of Utilization, x 0.18 0.11 0.17 Movement, Approach, & Intersection Results 95th -Percentile Queue Length [vet)] 0.65 0.38 0.61 95th -Percentile Queue Length [ft] 16.36 , 9.41 15.16 Approach Delay [slveh] 8.42 7.67 8.77 Approach LOS A A A Intersection Delay [slveh] Intersection LOS 8.34 A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 138 of 224 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 2: School Bus Access Delay (sec / veh): Level Of Service: Volume to Capacity (vic): 10.6 B 0.012 Name Market Street Market Street School Bus Access Approach Northbound Southbound Westbound Lane Configuration IF 1 ir Turning Movement Thru I Right Left Thru Left Right Lane Width [ft] 12.00 I 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 82 5 0 86 5 l 0 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0100 I 1.0000 1.0000 I 1.0100 1.0000 I 1.0000 In -Process Volume [vehlh] 1 0 0 , 0 0 1 0 0 Site -Generated Trips [vehlh] 18 0 0 52 0 0 Diverted Trips [vehlh] 0 0 0 0 0 0 Pass -by Trips [vehlh] 1 0 1 0 , 0 0 0 i 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 1 0 0 , 0 0 , 0 ( 0 Total Hourly Volume [vehlh] 101 I 5 0 I 139 5 0 Peak Hour Factor 0.6700 0.6700 , 0.8600 0.8600 1 0.6300 0.6300 Other Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 38 2 0 40 l 2 0 Total Analysis Volume [veh/h] 151 I 7 0 I 162 8 0 Pedestrian Volume [pedlh] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 139 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free Stop Flared Lane I I [ No Storage Area [veh] 0 1i Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.00 I 0.00 0.00 1 0.01 0.00 d_M, Delay for Movement [slveh] 0.00 7.67 0.00 10.60 9.26 Movement LOS A A. A A B A 95th -Percentile Queue Length [veh/ln] 0.00 95th -Percentile Queue Length [ftlln] 0.00 1 0.00 r�n0 0.00 0.04 0.04 0.00 0.00 0.00 0.93 0.93 d_A, Approach Delay NA/eh] 0.00 0.00 10.60 Approach LOS A A B d_l, Intersection Delay [slveh] 0.26 Intersection LOS B 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 140 of 224 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 (vic): 9.3 A 0.009 Name Market Street Market Street Pippin Lane Approach Northbound Southbound Eastbound Lane Configuration1 17 iti Turning Movement Left I Thru Thru Right Left I Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 1 87 91 0 0 I 3 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0000 I 1.0100 1.0100 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ 0 0 , 0 0 l 0 0 Site -Generated Trips [vehlh] 0 I 18 52 I 0 I Cl I 0 Diverted Trips [vehlh] 0 0 0 0 l 0 I 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 [ 0 0 Other Volume [vehlh] 0 0 0 0 0 0 Total Hourly Volume [vehlh] 1 106 144 0 0 3 Peak Hour Factor 0.6700 0.6700 , 0.8600 0.8600 l 0.3800 0.3800 Other Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 0 40 42 0 l 0 2 Total Analysis Volume [veh/h] 1 I 158 167 I 0 0 8 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 141 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Priority Scheme f Free Free Stop Flared Lane No Storage Area [veh] 0 l Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.00 0.00 1 0.00 0.01 d_M, Delay for Movement [s/veh] I 7.70 0.00 9.30 Movement LOS J A A A A A 95th -Percentile Queue Length [veh/In] I 0.00 0.00 0.00 I 0.00 0.03 95th -Percentile Queue Length [ftlln] l 0.06 1 0.06 , 0.00 0.00 0.72 d_A, Approach Delay NA/eh] 0.05 0.00 9.30 Approach LOS A A A d_l, Intersection Delay [s/veh] 0.25 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 142 of 224 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 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 I-76 WB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration Turning Movement Left Thru Right Left Thru I Right Left I Thru Right Left 1 Thru Right Lane Width [ft] 12.00 12.00 2.00 12.00 12.00 i 2.00 12.00 1 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.OO 100.00 i. OO.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0n 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] !0.00 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 1 0 58 36 1 0 1 0 ( 17 2 5 Base Volume Adjustment Factor 1.0000 11.0001 I *1.0000 11.0000 11.0000 11.0000 i .0000 11.0000 1.0000 1 1.0000 1 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 I 2.00 I 2.00 15.00 I 15.00 2.00 2.00 15.00 I 15.00 15.00 Growth Factor 1.0100 1 1.0100 gocoo 1 1.0000 1 1.0100 1 1.0100 min 1.0100 11.0100 11.0100 In -Process Volume [vehlh] j 0 0 0 [ 0 o lo 1 1 1 o [ 0 i 0 l 0 Site -Generated Trips [veh/h] 0 I 9 � 0 I 0 I 26 I 26 0 0 0 9 Diverted Trips [veh/h] 0 0 1 0 1 0 0 I 0 0 1 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 1 0 I 0 1 0 0 0 l ( 0 1 0 0 Other Volume [vehlh] Total Hourly Volume [veh/h] 0 1 0 143 I 92 0 0 0 1 Cl 0 85 0 62 0 0 u 0 17 11 I 0 2 14 Peak Hour Factor 0.7600 10.7600 1.0000 1.0000 10.7800 0.7800 1.0000 1.0000 i .0000 0.7500 0.7500 0.7500 Other Adjustment Factor 1.0000 11.0000 J00 1 1.0000 1 1.0000 1.0000 11.000C 11.0000 11.0000 11.0000 11.0000 Total 15 -Minute Volume [veh/h] 47 30 10 I 27 20 0 0 I 0 6 1 5 Total Analysis Volume [veh/h] 188 I 121 0 I 109 I 79 0 0 0 23 I 3 I 19 Pedestrian Volume [ped/h] 0 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 143 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Priority Scheme I Free I Free Stop I Stop Flared Lane No Storage Area [veh] I 0 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VJC, Movement V/C Ratio 0.14 0.00 0.00 I 0.00 0.00 0.00 0.00 I 0.00 0.07 0.01 I 0.02 d_M, Delay for Movement [s/veh] [ 8.20 [ P I 0.00 0. 0.00 0.00 0.00 17.56 17.97 10.00 Movement LOS A I A A A C C B 95th -Percentile Queue Length [veh/In] 0.50 0.50 0.00 0.00 0.00 0.00 0.C 0.35 I 0.35 0.35 95th -Percentile Queue Length [ft/In] l 12.50 12.50 l _ 0.00 0.00 0.00 0.00 0.C 8.75 8.75 8.75 d_A, Approach Delay NA/eh] 4.99 0.00 0.00 14.40 Approach LOS A A A B d_I, Intersection Delay [s/veh] 4.04 Intersection LOS C 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 144 of 224 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 Configurationh 4111 at Turning Movement Left I Thru I Right Left 1 Thru I Right Left I Thru I Right Left 1 Thru 1 Right Lane Width [ft] 11 I 12.00 I 12.00 12.00 I 12.00 I 1 2 . 12.00 I 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 I 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1.00.00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 I 0.00 I 0.00 0.00 I 0.0u I 0.00 0.00 I 0.00 I 0.00 1 0.00 0.00 Speed [mph] 30.00 30.00 30.00 ;I Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name 1 Market Street Market Street 1 1-76 EB Ramp _. Base Volume Input [veh/h] Base Volume Adjustment Factor 0 .0000 230 I 16 1.0000 1.0000 1 1.0000 44 1.0000 0 .0000 37 I 0 1.0000 11.0000 98 1.0000 L0000 0 1.0000 Heavy Vehicles Percentage [%] 2.00 15.00 15.00 15.00 I 15.00 2.00 15.00 15.00 15.00 I 2.00 Growth Factor 1.000n 1 1.0101 1 1.0100 1 1.0100 1 1.0100 3000 11.0100 11.0101 11.0100 In -Process Volume [vehlh] 1 0 0 I 0 [ 0 0 1 0 1 0 1 0 i 0 l 1, Site -Generated Trips [veh/h] 0 i 0 0 I 26 I 0 I 0 9 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 I 0 1 0 1 t? 0 0 0 I o 1 7 0 Other Volume [vehlh] 0 0 0 0 a 0 0 0 0 0 Total Hourly Volume [veh/h] 0 232 I 16 27 44 I 0 46 0 99 0 0 i 0 Peak Hour Factor 11.0000 0.9000 0.9000 0.6600 0.6600 1.0000 1 0.7700 0.7700 0.7700 1 .0000 1.N00pu0 i . otiuu Other Adjustment Factor 1.0000 1 1.0000 1 1.0000 1.0000 11.0000 11.0000 1.0000 11.0000 11.0000 100 11.0000 11.0000 Total 15 -Minute Volume [veh/h] 0 64 4 10 17 n 15 0 32 0 0 Total Analysis Volume [veh/h] 0 258 18 41 67 0 60 0 129 0 0 Pedestrian Volume [ped./h] 0 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE. Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 145 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free Stop Flared Lane I 1, I No I Storage Area [veh] 0 Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 I 0 I 0 I Movement, Approach, & Intersection Results VJC, Movement V/C Ratio 0.00 0.00 0.03 0.00 0.00 0.12 0.00 I 0.13 0.00 0.00 I 0.00 d_M, Delay for Movement [s/veh] A 8.06 I 0.00 13.73 10.36 0.00 I 0.00 I 0.00 Movement LOS A A i A B B i 95th -Percentile Queue Length [veh/In] 95th -Percentile Queue Length [ft/In] 0.00 0.00 0.00 0.00 0.10 0.00 2.62 0.10 I 0.00 1.00 2.62 I 0.00 25.00 1 25.00 1.00 25.00 00 0.00 .0c 0.00 0.00 d_A, Approach Delay NA/eh] 0.00 3.06 11.43 0.00 Approach LOS A A B A d_l, Intersection Delay [s/veh] 4.35 Intersection LOS B 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 146 of 224 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 6: WM Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (vic): 3.2 A 0.023 Name WCR 59 WCR 59 Waste Management Entrance Approach Northbound Southbound Eastbound Lane Configuration Turning Movement Left 1 Thru Thru Right Left I Right Lane Width [ft] 12.00 12.00 12.00 i x.00 .‘,i0 1L.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name I WCR 59 1 WCR 59 Waste Management Entrance Base Volume Input [vehlh] 23 20 9 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 2.00 2.00 2.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ 0 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 0 52 I 0 I 0 I 0 Diverted Trips [vehlh] 0 ( 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 0 Total Hourly Volume [vehlh] ( 23 20 61 0 0 0 Peak Hour Factor 0.8500 I 0.8500 0.8500 .0000 I 1.0000 I 1.0000 Other Adjustment Factor I 1.0000 1.0000 , 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [vehlh] 7 6 18 I 0 I 0 I 0 Total Analysis Volume [veh/h] 27 24 72 0 0 0 Pedestrian Volume [ped/h] 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 147 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free i Flared Lane I I I Storage Area [veh] 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.02 0.00 0.00 0.00 d_M, Delay for Movement [slush] 8.15 1 0.00 0.00 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.07 f 0.07 0.00 0.00 0.00 0.00 95th -Percentile Queue Length [ftlln] 1.77 1 1.77 0.00 0.00 0.00 0.00 d_A, Approach Delay NA/eh] 4.32 0.00 0.00 Approach LOS A A A d_l, Intersection Delay [slveh] 1.79 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 148 of 224 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 7: WM Exit Delay (sec / veh): Level Of Service: Volume to Capacity (vic): 9A A 0.006 Name WCR 59 WCR 59 Waste Management Exit Approach Northbound Southbound Eastbound Lane Configuration r Turning Movement Left I Thru Thru Right Left I Right Lane Width [ft] :a.,: 12.00 12.00 i x.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 0 I 43 9 0 I 4 Base Volume Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 2.00 2.00 75.00 Growth Factor 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ i 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 52 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 Pass -by Trips [vehlh] l 1 0 , 0 0 0 i 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 Other Volume [vehlh] 1 0 , 0 0 0 ( 0 Total Hourly Volume [vehlh] 43 61 I 0 I 0 I 4 Peak Hour Factor 0.8500 , 0.8500 .i .0000 1.0000 0.8500 Other Adjustment Factor 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 13 18 0 0 1 Total Analysis Volume [veh/h] 51 72 I 0 I 0 5 Pedestrian Volume [pedlh] 0 0 I 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 149 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Priority Scheme I Free Free Stop Flared Lane Storage Area [veh] 0 I Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 I Movement, Approach, & Intersection Results VJC, Movement WC Ratio i 0.00 I 0.00 I 0.01 d_M, Delay for Movement [s/veh] I 1 I 0.00 Q.^r 9.42 Movement LOS 95th -Percentile Queue Length [veh/In] i A A A 0.00 0.00 0.00 0.02 95th -Percentile Queue Length [ft/In] 1 1 0.00 I 0.00 I 0.00 0.L, 0.46 d_A, Approach Delay NA/eh] 0.00 0.00 9.42 Approach LOS A A A d_l, Intersection Delay [s/veh] 0.37 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 150 of 224 Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 3: 3 2020 Total 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 IF 1 Turning Movement Thru I Right Left Thru Left Right Lane Width [ft] 12.00 I 12.00 d `.u0 12.00 1''.00 G L.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Y Volumes Name I WCR 59 I WCR 59 I Mine Entrance Base Volume Input [vehlh] Base Volume Adjustment Factor 43 I 0 0 I 13 0 0 1.0000 1.0000 1.0000 1.0000 "i . 0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 2.00 75.00 2.00 2.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [veh/h] [ 0 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 I 18 0 I 52 I 0 I 0 Diverted Trips [vehlh] 0 ( 0 0 0 0 0 Pass -by Trips [vehlh] 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 [vehlh] ( 43 18 0 65 1 0 Peak Hour Factor 0.8500 I 0.8500 I 1.0000 I 0.8500 I 1.0000 I 1.0000 Other Adjustment Factor I 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 13 I 5 I 0 I 19 Total Analysis Volume [veh/h] 51 21 0 76 0 0 Pedestrian Volume [ped/h] 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 151 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free i Flared Lane I I I Storage Area [veh] 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.00 0.00 0.00 0.00 0.00 d_M, Delay for Movement [slush] 1 0.00 0.00 0.00 0.00 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.00 0.00 f 00 0.00 I 95th -Percentile Queue Length [ftlln] 0.00 1 0.00 0.00 0.00 ,,„ 0.00 d_A, Approach Delay NA/eh] 0.00 0.00 0.00 Approach LOS A A A d_l, Intersection Delay [slveh] 0.00 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 152 of 224 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 (vlc): 9.7 A 0.074 Name WCR 59 WCR 59 Mine Exit Approach Northbound Southbound Westbound Lane Configuration Turning Movement Thru I Right Left Thru Left Right Lane Width [ft] 12.00 I 12.00 12.00 I a. No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.tl 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 [vehlh] 20 1 9 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 I 75.00 75.00 2.00 Growth Factor 1.0000 1 1.0000 1.0000 1000 In -Process Volume [vehlh] 0 1 1 0 0 1 0 Site -Generated Trips [vehlh] 0 0 0 52 0 Diverted Trips [vehlh] 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 I 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 Total Hourly Volume [vehlh] 20 0 0 9 52 0 Peak Hour Factor 0.8500 1.0000 1.000 0.8500 0.8500 1.0000 Other Adjustment Factor 1.0000 1.0000 I .c,..) . 1.0000 1.0000 1.0000 Total 15 -Minute Volume [vehlhJ 6 0 0 3 15 0 Total Analysis Volume [veh/h] 24 0 0 11 61 0 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 153 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 3: 3 2020 Total AM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free i Stop Flared Lane I I I Storage Area [veh] 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.00 0.00 0.00 0.07 0.00 d_M, Delay for Movement [slush] 1 0.00 0.00 0.00 9.74 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.00 f 00 0.00 0.24 95th -Percentile Queue Length [ftlln] 0.00 1 0.00 0.00 6.01 0.00 d_A, Approach Delay NA/eh] 0.00 0.00 9.74 Approach LOS A A A d_l, Intersection Delay [slveh] 6.19 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 154 of 224 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 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 (vlc): 7.8 A 0.134 Name Market Street WCR 18 WCR 59 Approach Northbound Eastbound Westbound Lane ConfigurationAir h i Turning Movement Left I Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 I 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 45 17 5 72 34 l 23 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0100 I 1.0100 1.0100 I 1.0100 1.0100 I 1.0100 In -Process Volume [vehlh] 1 0 0 , 0 0 1 0 0 Site -Generated Trips [vehlh] 0 52 0 0 26 0 Diverted Trips [vehlh] 0 0 0 0 0 0 Pass -by Trips [vehlh] 1 0 0 , 0 0 0 1 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 1 0 0 , 0 0 1 0 ( 0 Total Hourly Volume [vehlh] 45 I 69 5 I 73 60 I 23 Peak Hour Factor 0.9100 0.9100 , 0.7100 0.7100 1 0.7100 0.7100 Other Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 1 12 19 2 26 l 21 8 Total Analysis Volume [veh/h] 49 I 76 7 I 103 85 I 32 Pedestrian Volume [pedlh] 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 155 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Lanes Capacity per Entry Lane [vehlh] 852 913 777 Degree of Utilization, x 0.13 0.09 0.11 Movement, Approach, & Intersection Results 95th -Percentile Queue Length [vet)] 0.46 0.28 0.36 95th -Percentile Queue Length [ft] 11.58 , 7.00 8.96 Approach Delay [slveh] 7.88 7.31 8.19 Approach LOS A A A Intersection Delay [slveh] Intersection LOS 7.81 A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 156 of 224 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 (vic): 10.1 B 0.007 Name Market Street Market Street School Bus Access Approach Northbound Southbound Westbound Lane Configuration IF 1 ir Turning Movement Thru I Right Left Thru Left Right Lane Width [ft] 12.00 I 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 61 2 0 106 5 l 0 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0100 I 1.0000 1.0000 I 1.0100 1.0000 I 1.0000 In -Process Volume [vehlh] 1 0 0 , 0 0 1 0 0 Site -Generated Trips [vehlh] 52 0 0 26 0 0 Diverted Trips [vehlh] 0 0 0 0 0 0 Pass -by Trips [vehlh] 1 0 1 0 , 0 0 [ 0 i 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 1 0 0 , 0 0 , 0 ( 0 Total Hourly Volume [vehlh] 114 I 2 0 I 133 5 0 Peak Hour Factor 0.8300 0.8300 , 0.7800 0.7800 1 0.4200 0.4200 Other Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 1 34 1 0 43 l 3 0 Total Analysis Volume [veh/h] 137 I 2 0 I 171 12 I 0 Pedestrian Volume [pedlh] 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 157 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free Stop Flared Lane I I [ No Storage Area [veh] 0 Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results VJC, Movement WC Ratio I 0.00 0.00 1 0.01 0.00 d_M, Delay for Movement [slveh] 7.58 0.00 10.08 9.02 Movement LOS A A A A B A 95th -Percentile Queue Length [veh/ln] 0.00 95th -Percentile Queue Length [ftlln] 0.00 1 0.00 I 0.00 0.02 0.02 0.00 0.00 0.00 0.53 0.53 d_A, Approach Delay NA/eh] 0.00 0.00 10.08 Approach LOS A A B d_l, Intersection Delay [slveh] 0.20 Intersection LOS B 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 158 of 224 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 3: Pippin Lane Delay (sec / veh): Level Of Service: Volume to Capacity (vlc): 9.1 A 0.002 Name Market Street Market Street Pippin Lane Approach Northbound Southbound Eastbound Lane Configuration1 17 iti Turning Movement Left I Thru Thru Right Left I Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 3 63 111 0 0 I 2 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.0000 I 1.0100 1.0100 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] 1 0 0 1 0 0 l 0 0 Site -Generated Trips [vehlh] 0 I 52 26 I 0 I Cl I 0 Diverted Trips [vehlh] 0 0 0 0 1 0 I 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 1 0 0 Other Volume [vehlh] 0 0 0 0 0 0 Total Hourly Volume [vehlh] 116 138 Peak Hour Factor 0.8300 0.8300 1 0.7800 0.7800 1 0.2500 0.2500 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 1 35 44 0 1 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. Exhibit 23.1 Page 159 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Priority Scheme f Free Free Stop Flared Lane No Storage Area [veh] 0 l Two -Stage Gap Acceptance No Number of Storage Spaces in Median I 0 Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.00 0.00 0.00 0.00 I 0.00 d_M, Delay for Movement [slveh] j 7.63 0.00 0.00 [ 1 9.11 Movement LOS A A A A A 95th -Percentile Queue Length [veh/ln] 0.01 0.01 0.00 0.00 0.01 95th -Percentile Queue Length [ft/In] 1 0.16 1 0.16 , 0.00 0.00 0.17 d_A, Approach Delay NA/eh] 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. Exhibit 23.1 Page 160 of 224 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 (vlc): 13.7 B 0.033 Name Market Street Market Street I-76 WB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration Turning Movement Left Thru Right Left Thru I Right Left I Thru Right Left 1 Thru Right Lane Width [ft] 12.00 12.00 2.00 12.00 12.00 i 2.00 12.00 1 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 i. OO.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0n 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 Speed [mph] 30.00 30.00 30.00 30.00 Grade [°%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street Market Street 1-76 WB Ramp Base Volume Input [vehlh] 133 64 1 0 82 27 1 0 1 0 ( 14 0 1 Base Volume Adjustment Factor 1.0000 11.0001 I .i . 00 00 11.0000 11.0000 11.0000 i .000( 11.0000 1.0000 1 1.0000 1 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 2.00 I 2.00 15.00 I 15.00 2.00 2.00 15.00 I 15.00 15.00 Growth Factor 1.0100 1 1.0100 gocoo 1 1.0000 1 1.0100 1 1.0100 min 1.0100 11.0100 11.0100 In -Process Volume [vehlh] I 0 0 0 [ 0 0 l 0 [ 1 1 0 [ 0 1 0 l 0 Site -Generated Trips [vehlh] 0 26 0 0 I 13 I 13 0 0 I 0 I 26 Diverted Trips [vehlh] 0 0 1 0 1 0 0 I 0 0 1 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 1 0 0 0 l ( 0 1 0 0 Other Volume [vehlh] 0 0 0 0 1 0 0 0 0 0 I 0 Total Hourly Volume [vehlh] 134 91 0 0 96 40 0 t u 14 0 27 Peak Hour Factor 0.9300 0.9300 1.0000 1.0000 10.8000 0.8000 1.0000 1.0000 -i .0000 0.7500 0.7500 0.7500 Other Adjustment Factor 1.0000 11.0000 000 1 1.0000 1 1.0000 1.0000 11.000( 11.0000 11.0000 11.0000 11.0000 Total 15 -Minute Volume [vehlh] 36 24 I ° I 30 13 0 0 I 0 5 0 9 Total Analysis Volume [veh/h] 144 I 98 0 I 120 I 50 0 0 0 19 I 0 I 36 Pedestrian Volume [ped/h] 0 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 161 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Priority Scheme Free 1 Free Stop I Stop Flared Lane No Storage Area [veh] 1 0 0 1 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.10 0.00 0.00 I 0.00 0.00 0.00 0.00 I 0.00 0.03 0.00 I 0.03 d_M, Delay for Movement [slveh] [ 7.91 [ P I 0.00 0. 0.00 0.00 0.00 1 13.73 I I 9.22 Movement LOS A A A A B A 95th -Percentile Queue Length [veh/ln] 0.32 0.32 0.00 0.00 0.00 0.00 0.C 0.20 0.20 95th -Percentile Queue Length [ftlln] 8.11 8.11 I _ 0.00 0.00 0.00 0.00 Q.C 4.92 4.92 4.92 d_A, Approach Delay NA/eh] 4.71. 0.00 0.00 10.76 Approach LOS A A A B d_l, Intersection Delay [slveh] 3.73 Intersection LOS B 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 162 of 224 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 5: 1-76 EB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (vlc): 13.1 B 0.002 Name Market Street Market Street 1-76 EB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configurationh 4111 at Turning Movement Left I Thru I Right Left 1 Thru I Right Left I Thru I Right Left 1 Thru 1 Right Lane Width [ft] 11 I 12.00 I 12.00 12.00 I 12.00 I 1 2 . 12.00 I 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 I 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1.00.00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 I 0.00 I 0.00 0.00 I 0.0u I 0.uu 0.00 I 0.00 I 0.00 1 0.00 0.00 Speed [mph] 30.00 30.00 30.00 ;I Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name 1 Market Street Market Street 1 1-76 EB Ramp _. Base Volume Input [vehlh] Base Volume Adjustment Factor 0 .0000 175 I 27 1.0000 1.0000 4 1.0000 94 1.0000 0 u .0000 21 1 1.0000 11.0000 180 1.0000 L0000 0 1.0000 Heavy Vehicles Percentage [%] 2.00 15.00 15.00 15.00 I 15.00 2.00 15.00 15.00 15.00 I 2.00 Growth Factor 1.0000 1 1.0100 1 1.0100 1 1.0100 1 1.0100 3000 11.0100 11.0100 11.0100 _. 00 In -Process Volume [vehlh] 1 0 0 I 0 [ 0 0 1 0 1 0 1 0 i 0 l 1, Site -Generated Trips [vehlh] 0 i 4 0 I 13 I 0 I 26 I 0 I 0 0 Diverted Trips [vehfh] 0 0 0 0 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 I 0 1 0 1 t? 0 0 0 I o 1 7 0 Other Volume [vehlh] 0 0 0 I 0 0 0 0 0 0 0 Total Hourly Volume [vehlh] 0 177 27 17 95 0 47 1 182 0 0 i 0 Peak Hour Factor 11.0000 0.9000 0.9000 0.7700 0.7700 1.0000 1 0.9200 0.9200 0.9200 1 .0000 1.N00p00 i .3UUU0 Other Adjustment Factor 1.0000 1 1.0000 1 1.0000 1.0000 11.0000 11.0000 1.0000 11.0000 11.0000 100 11.0000 11.0000 Total 15 -Minute Volume [vehlh] 0 49 8 6 31 13 0 49 0 0 Total Analysis Volume [veh/h] 0 197 30 22 123 0 51 1 198 0 0 Pedestrian Volume [ped/h] 0 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE. Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 163 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 3: 3 2020 Total PM Priority Scheme Free Free Colorado Sand Company TIS Weld County, CO Stop Flared Lane I 1, I No I Storage Area [veh] 0 Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 I 0 I I Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.00 0.00 0.01 0.00 0.00 0.08 0.00 I 0.20 0.00 I 0.00 1 0.00 d_M, Delay for Movement [slveh] A 7.82 I 0.00 12.65 I 13.10 I 10.53 0.00 Movement LOS A A A B B B 95th -Percentile Queue Length [veh/ln] 95th -Percentile Queue Length [ftlln] 0.00 0.00 0.00 0.00 0.04 0.00 1.00 O04 I n 1.14 1.00 I 28.54 128.54 1.14 1.14 28.54 0.00 i 0.00 0.00 d_A, Approach Delay NA/eh] 0.00 1.19 10.98 0.00 Approach LOS A A B A d_l, Intersection Delay [slveh] 4.87 Intersection LOS B 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 164 of 224 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 6: WM Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (vic): 8.0 A 0.002 Name WCR 59 WCR 59 Waste Management Entrance Approach Northbound Southbound Eastbound Lane Configuration Turning Movement Left 1 Thru Thru Right Left I Right Lane Width [ft] 12.00 12.00 12.00 i x.00 .‘,i0 1L.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name I WCR 59 1 WCR 59 Waste Management Entrance Base Volume Input [vehlh] 3 6 15 I 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 2.00 2.00 2.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ 0 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 0 26 I 0 I 0 I 0 Diverted Trips [vehlh] 0 ( 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 0 Total Hourly Volume [vehlh] ( 3 6 41 0 0 0 Peak Hour Factor 0.8500 I 0.8500 0.8500 .0000 I 1.0000 I 1.0000 Other Adjustment Factor I 1.0000 1.0000 , 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [vehlh] 1 2 12 I 0 I 0 I 0 Total Analysis Volume [veh/h] 4 7 48 0 0 0 Pedestrian Volume [ped/h] 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 165 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free Flared Lane I I Storage Area [veh] 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.00 0.00 0.00 0.00 d_M, Delay for Movement [slush] 8.00 1 0.00 0.00 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.01 f 0.01 0.00 0.00 0.00 0.00 95th -Percentile Queue Length [ftlln] 0.19 1 0.19 0.00 0.00 0.00 0.00 d_A, Approach Delay NA/eh] 2.67 0.00 0.00 Approach LOS A A A d_l, Intersection Delay [slveh] 0.48 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 166 of 224 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 7: WM Exit Delay (sec / veh): Level Of Service: Volume to Capacity (vic): 9.3 A 0.013 Name WCR 59 WCR 59 Waste Management Exit Approach Northbound Southbound Eastbound Lane Configuration r Turning Movement Left I Thru Thru Right Left I Right Lane Width [ft] ., 2.C 12.00 12.00 i .00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 0 I 9 15 0 I 11 Base Volume Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 2.00 2.00 75.00 Growth Factor 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ i 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 26 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 Pass -by Trips [vehlh] l 1 0 , 0 0 0 i 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 Other Volume [vehlh] 1 0 , 0 0 0 ( 0 Total Hourly Volume [vehlh] 9 41 I 0 I 0 I 11 Peak Hour Factor 0.8500 , 0.8500 .i .0000 1.0000 0.8500 Other Adjustment Factor 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 3 12 0 0 3 Total Analysis Volume [veh/h] 11 48 I 0 I 0 I 13 Pedestrian Volume [pedlh] 0 0 I 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 167 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Priority Scheme I Free Free Stop Flared Lane Storage Area [veh] 0 I Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 I Movement, Approach, & Intersection Results VJC, Movement WC Ratio 1 0.00 I 0.00 I 0.01 d_M, Delay for Movement [slveh] I 1 I 0.00 Or 9.26 Movement LOS 95th -Percentile Queue Length [veh/ln] i A A A 0.00 0.00 0.00 0.04 95th -Percentile Queue Length [ftlln] 1 1 0.00 I 0.00 I 0.00 0.�c i 0.98 d_A, Approach Delay NA/eh] 0.00 0.00 9.26 Approach LOS A A A d_l, Intersection Delay [slveh] 1.67 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 168 of 224 Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 3: 3 2020 Total 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 8: Mine Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (vlc): 0.0 A 0.001 Name WCR 59 WCR 59 Mine Entrance Approach Northbound Southbound Westbound Lane Configuration IF 1 Turning Movement Thru I Right Left Thru Left Right Lane Width [ft] 12.00 I 12.00 d `.u0 12.00 1''.00 G L.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Y Volumes Name I WCR 59 I WCR 59 I Mine Entrance Base Volume Input [vehlh] Base Volume Adjustment Factor 43 I 0 0 I 13 0 0 1.0000 1.0000 1.0000 1.0000 "i . 0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 2.00 75.00 2.00 2.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ 0 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 I 52 0 I 26 I 0 I 0 Diverted Trips [vehlh] 0 ( 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 0 Total Hourly Volume [vehlh] ( 43 52 0 39 1 0 Peak Hour Factor 0.8500 I 0.8500 I 1.0000 I 0.8500 I 1.0000 I 1.0000 Other Adjustment Factor I 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [vehlh] 13 I 15 I 0 I 11 Total Analysis Volume [veh/h] 51 61 0 46 0 0 Pedestrian Volume [ped/h] 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 169 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free i Flared Lane I I I Storage Area [veh] 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.00 0.00 0.00 0.00 d_M, Delay for Movement [slush] 1 0.00 0.00 0.00 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.00 0.00 1 0.00 u.00 I 95th -Percentile Queue Length [ftlln] 0.00 1 0.00 0.00 0.00 0.00 0.00 d_A, Approach Delay NA/eh] 0.00 0.00 0.00 Approach LOS A A A d_l, Intersection Delay [slveh] 0.00 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 170 of 224 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 (vlc): 9.5 A 0.031 Name WCR 59 WCR 59 Mine Exit Approach Northbound Southbound Westbound Lane Configuration Turning Movement Thru I Right Left Thru Left Right Lane Width [ft] 12.00 I 12.00 12.00 I a. No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.tl 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 [vehlh] 20 1 9 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 I 75.00 75.00 2.00 Growth Factor 1.0000 1 1.0000 1.0000 1000 In -Process Volume [vehlh] 0 1 1 0 0 1 0 Site -Generated Trips [vehlh] 0 0 0 26 0 Diverted Trips [vehlh] 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 I 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 Total Hourly Volume [vehlh] 20 0 0 9 26 0 Peak Hour Factor 0.8500 1.0000 1.000 0.8500 0.8500 1.0000 Other Adjustment Factor 1.0000 1.0000 I . cr..J.,}.: 1.0000 1.0000 1.0000 Total 15 -Minute Volume [vehlhJ 6 0 0 3 8 0 Total Analysis Volume [veh/h] 24 0 0 11 31 0 Pedestrian Volume [ped/h] 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 171 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 3: 3 2020 Total PM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free i Stop Flared Lane I I I Storage Area [veh] 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.00 0.00 0.03 0.00 d_M, Delay for Movement [slush] 1 0.00 0.00 9.49 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.00 f 00 0.00 0.10 0.00 95th -Percentile Queue Length [ftlln] 0.00 1 0.00 0.00 2.43 0.00 d_A, Approach Delay NA/eh] 0.00 0.00 9.49 Approach LOS A A A d_l, Intersection Delay [slveh] 4.49 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 172 of 224 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 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 ConfigurationAir h i Turning Movement Left I Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 I 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 l 6 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.2300 I 1.2300 1.2300 I 1.2300 1.2300 I 1.2300 In -Process Volume [veh/h] 1 0 0 , 0 0 1 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 0 Pass -by Trips [vehlh] 1 0 0 , 0 0 0 1 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [veh/h] 1 7 5 1 0 9 1 7 ( 0 Total Hourly Volume [vehlh] 60 I 47 15 I 86 38 7 Peak Hour Factor 0.6500 0.6500 0.7800 0.7800 0.6500 0.6500 Other Adjustment Factor 1 1.0000 I 1.0000 1 1.0000 1.0000 I 1.0000 l 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 [pedlh] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 173 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 4: 4 2040 Back AM Colorado Sand Company TIS Weld County, CO Lanes Capacity per Entry Lane [vehlh] 834 913 771 Degree of Utilization, x 0.13 0.11 0.06 Movement, Approach, & Intersection Results 95th -Percentile Queue Length [vet)] 0.44 0.37 0.19 95th -Percentile Queue Length [ft] 11.03 , 9.32 4.65 Approach Delay [slveh] 7.95 7.43 7.96 Approach LOS A A A Intersection Delay [slveh] Intersection LOS 7.75 A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 174 of 224 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 4: 1-76 WB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (vlc): 21.8 C 0.008 Name Market Street Market Street I-76 WB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration Turning Movement Left Thru Right Left Thru I Right Left I Thru Right Left 1 Thru Right Lane Width [ft] 12.00 12.00 2.00 12.00 12.00 i 2.00 12.00 1 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 i. OO.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0n 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 Speed [mph] 30.00 30.00 30.00 30.00 Grade [°%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street I Market Street 1-76 WB Ramp Base Volume Input [vehih] 142 82 1 0 1 58 1 36 1 0 1 0 ( 17 2 5 Base Volume Adjustment Factor 1.0000 11.0000 11.00 00 11.0000 11.0000 11.0000 i .000( 11.0000 1.0000 1 1.0000 1 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 2.00 2.00 15.00 I 15.00 2.00 2.00 15.00 I 15.00 15.00 Growth Factor 1.2300 11.2300 I 10 11.0000 11.2300 11.2300 nein`" 11.2300 11.2300 11.2300 In -Process Volume [vehlh] 1 0 0 [ 0 0 1 0[ 1 l 0 1 0 1` 0 1 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 Diverted Trips [vehfh] 0 0 I 0 0 I 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 1 0 0 0 1 I 0 1 0 0 Other Volume [vehlh] Total Hourly Volume [vehlh] 0 I 135 175 I 236 0 0 0 I 105 I 47 0 176 1 91 0 0 0 21 0 39 45 Peak Hour Factor 0.7600 10.7600 1.0000 1.0000 0.7800 0.7800 1.0000 1.0000 -i .0000 0.7500 0.7500 0.7500 Other Adjustment Factor 1.0000 1 1.0000 I I 000 1 1.a000 1 1.0000 1.0000 11.000C 11.0000 11.0000 11.0000 11.0000 Total 15 -Minute Volume [vehlh] 58 78 l 0 I 56 29 0 0 I 0 7 1 15 Total Analysis Volume [veh/h] 230 I 311 0 I 226 I 117 0 0 0 28 I 3 I 60 Pedestrian Volume [ped/h] 0 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 175 of 224 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 I Free I Free I Stop I Stop Flared Lane No Storage Area [veh] I 0 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VJC, Movement V/C Ratio 0.14 0.00 0.00 I 0.00 0.00 0.00 0.00 I 0.00 0.09 0.01 I 0.06 d_M, Delay for Movement [s/veh] [ 8.43 [ P I 0.00 0. 0.00 0.00 0.00 121.63 21.75 11.17 Movement LOS A I A A A C C B 95th -Percentile Queue Length [veh/In] 0.50 0.50 0.00 0.00 0.00 0.00 0.55 I 0.55 0.55 95th -Percentile Queue Length [ft/In] I 12.49 12.49 _ 0.00 0.00 O00 0.00 0 13.72 13.72 13.72 d_A, Approach Delay NA/eh] 3.59 0.00 0.00 14.71 Approach LOS A A A B d_I, Intersection Delay [s/veh] 3.32 Intersection LOS C 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 176 of 224 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 Configurationh 4111 at Turning Movement Left I Thru I Right Left 1 Thru I Right Left I Thru I Right Left 1 Thru 1 Right Lane Width [ft] 11 I 12.00 I 12.00 12.00 I 12.00 I 1 2 . 12.00 I 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 I 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1.00.00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 I 0.00 I 0.00 0.00 I 0.00 I 0.00 0.00 I 0.00 I 0.00 1 0.00 0.00 Speed [mph] 30.00 30.00 30.00 ;I Grade [%] 0.00 0.00 0.00 0.00 C ros swa l k Yes Yes Yes Yes Volumes Name 1 Market Street Market Street 1 1-76 EB Ramp _. Base Volume Input [veh/h] Base Volume Adjustment Factor 0 .0000 230 I 16 1.0000 1.0000 1 1.0000 44 1.0000 0 .0000 37 I 0 1.0000 11.0000 98 1.0000 L0000 0 1.0000 Heavy Vehicles Percentage [%] 2.00 15.00 15.00 15.00 I 15.00 2.00 15.00 15.00 15.00 I 2.00 Growth Factor 1.0000 11.2300 11.2300 11.2300 11.2300 0000 11.2300 11.2300 11.2300 In -Process Volume [vehlh] 1 0 0 i 0 [ 0 0 1 0 1 0 1 0 to Site -Generated Trips [veh/h] 0 i 4 0 1 0 1 0 00 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 I 0 I 0 1 0 0 1 0 I 0 I 0 �7 0 Other Volume [vehlh] 85 I 0 37 I 68 50 0 0 0 0 0 Total Hourly Volume [veh/h] 0 368 20 38 122 0 96 0 121 0 0 i 0 Peak Hour Factor 11.0000 0.9000 0.9000 0.6600 0.6600 1.0000 1 0.7700 0.7700 0.7700 1 .0000 1.N0000 i .Oa u0 Other Adjustment Factor 1.0000 1 1.0000 1 1.0000 1.0000 11.0000 11.0000 1.0000 11.0000 11.0000 100 11.0000 11.0000 Total 15 -Minute Volume [veh/h] 0 102 6 14 46 n 31 0 39 0 0 Total Analysis Volume [veh/h] 0 409 22 58 185 0 125 0 157 0 0 Pedestrian Volume [ped./h] 0 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE. Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 177 of 224 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 I 1, I No I Storage Area [veh] 0 0 Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 I 0 I 0 I ,0 Movement, Approach, & Intersection Results VJC, Movement V/C Ratio 0.00 0.00 0.03 0.00 0.00 0.24 0.00 0.14 0.00 0.00 1 d_M, Delay for Movement [s/veh] A 8.38 I 0.00 I a. 17.94 12.84 0.0a I 0.00 I 0.00 Movement LOS A A A C B� 95th -Percentile Queue Length [veh/In] 95th -Percentile Queue Length [ft/In] 0.00 0.00 0.00 0.00 0.11 0.00 2.68 0.11 0.00 1.81 2.68 I OO 45.24 1.81 45.24 00 0.00 0.00 0.00 0.00 0.00 d_A, Approach Delay NA/eh] 0.00 1.99 15.10 0.00 Approach LOS A A C A d_I, Intersection Delay [s/veh] 4.70 Intersection LOS C 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 178 of 224 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 (vic): 8.0 A 0.019 Name WCR 59 WCR 59 Waste Management Entrance Approach Northbound Southbound Eastbound Lane Configuration Turning Movement Left 1 Thru Thru Right Left I Right Lane Width [ft] 12.00 12.00 12.00 i x.00 .‘,i0 1L.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name I WCR 59 1 WCR 59 Waste Management Entrance Base Volume Input [vehlh] 23 20 9 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 2.00 2.00 2.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ 0 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 ( 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 0 Total Hourly Volume [vehlh] ( 23 20 9 0 0 0 Peak Hour Factor 0.8500 I 0.8500 0.8500 .0000 I 1.0000 I 1.0000 Other Adjustment Factor I 1.0000 1.0000 , 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [vehlh] 7 6 3 0 0 0 Total Analysis Volume [veh/h] 27 24 11 0 0 0 Pedestrian Volume [ped/h] 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 179 of 224 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 I I Storage Area [veh] 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VIC, Movement V/C Ratio 0.02 0.00 0.00 0.00 d_M, Delay for Movement [slush] 7.95 1 0.00 0.00 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.061 0.06 0.00 0.00 0.00 0.00 95th -Percentile Queue Length [ftlln] 1.42 1 1.42 0.00 0.00 0.00 0.00 d_A, Approach Delay NA/eh] 4.25 0.00 0.00 Approach LOS A A A d_I, Intersection Delay [s/veh] 3.52 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 180 of 224 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 7: WM Exit Delay (sec / veh): Level Of Service: Volume to Capacity (vic): 9.0 A 0.004 Name WCR 59 WCR 59 Waste Management Exit Approach Northbound Southbound Eastbound Lane Configuration r Turning Movement Left I Thru Thru Right Left I Right Lane Width [ft] ., 2.C 12.00 12.00 i .00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehih] 0 I 43 9 0 I 4 Base Volume Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 2.00 2.00 75.00 Growth Factor 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ i 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 Pass -by Trips [vehlh] l 1 0 , 0 0 0 i 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 Other Volume [vehlh] 1 0 , 0 0 0 ( 0 Total Hourly Volume [vehlh] 43 9 0 0 4 Peak Hour Factor 0.8500 , 0.8500 .i .0000 1.0000 0.8500 Other Adjustment Factor 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 13 3 0 0 1 Total Analysis Volume [veh/h] 51 11 I 0 I 0 5 Pedestrian Volume [pedlh] 0 0 I 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 181 of 224 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 I Free Free Stop Flared Lane Storage Area [veh] 0 I Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 I Movement, Approach, & Intersection Results VJC, Movement WC Ratio i 0.00 I 0.00 I 0.00 d_M, Delay for Movement [s/veh] I 1 I 0.00 Q.^r 9.04 Movement LOS 95th -Percentile Queue Length [veh/In] i A A A 0.00 0.00 0.00 u.UU 0.01 95th -Percentile Queue Length [ft/In] 1 1 0.00 I 0.00 0.00 0.00 0.34 d_A, Approach Delay NA/eh] 0.00 0.00 9.04 Approach LOS A A I A d_I, Intersection Delay [s/veh] 0.65 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 182 of 224 Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 4: 4 2040 Back AM 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 8: Mine Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (vlc): 0.0 A 0.000 Name WCR 59 WCR 59 Mine Entrance Approach Northbound Southbound Westbound Lane Configuration IF 1 Turning Movement Thru I Right Left Thru Left Right Lane Width [ft] 12.00 I 12.00 d `.u0 12.00 1''.00 G L.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Y Volumes Name I WCR 59 I WCR 59 I Mine Entrance Base Volume Input [vehlh] Base Volume Adjustment Factor 43 I 0 0 I 13 0 0 1.0000 1.0000 1.0000 1.0000 "i . 0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 2.00 75.00 2.00 2.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ 0 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 ( 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 0 Total Hourly Volume [vehlh] ( 43 0 0 13 1 0 Peak Hour Factor 0.8500 I 0.8500 I 1.0000 I 0.8500 I 1.0000 I 1.0000 Other Adjustment Factor I 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [vehlh] 13 I 0 I 0 I 4 Total Analysis Volume [veh/h] 51 0 0 15 0 0 Pedestrian Volume [ped/h] 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 183 of 224 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 i Flared Lane I I I Storage Area [veh] 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.00 0.00 0.00 0.00 0.00 d_M, Delay for Movement [slush] 1 0.00 0.00 0.00 0.00 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.00 f 00 0.00 I 95th -Percentile Queue Length [ftlln] 0.00 1 0.00 0.00 0.00 d_A, Approach Delay NA/eh] 0.00 0.00 0.00 Approach LOS A A A d_I, Intersection Delay [slveh] 0.00 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 184 of 224 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 (vlc): 0.0 A 0.000 Name WCR 59 WCR 59 Mine Exit Approach Northbound Southbound Westbound Lane Configuration Turning Movement Thru I Right Left Thru Left Right Lane Width [ft] 12.00 I 12.00 12.00 I a. No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.tl 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 [vehlh] 20 1 9 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 I 75.00 75.00 2.00 Growth Factor 1.0000 1 1.0000 1.0000 1000 In -Process Volume [vehlh] 0 1 1 0 0 1 0 Site -Generated Trips [vehlh] 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 I 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 Total Hourly Volume [vehlh] 20 0 0 9 0 0 Peak Hour Factor 0.8500 1.0000 1.000 0.8500 0.8500 1.0000 Other Adjustment Factor 1.0000 1.0000 I . cr..J.,}.: 1.0000 1.0000 1.0000 Total 15 -Minute Volume [vehlhJ 6 0 0 3 0 0 Total Analysis Volume [veh/h] 24 0 0 11 0 0 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 185 of 224 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 I I l Storage Area [veh] 0 Two -Stage Gap Acceptance No Number of Storage Spaces in Median I 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.00 0.00 0.00 0.00 0.00 d_M, Delay for Movement [slush] 1 0.00 0.00 0.00 1 0.00 Movement LOS A A 95th -Percentile Queue Length [vehlln] 0.00 f 00 0.00 I 95th -Percentile Queue Length [ftlln] 0.00 1 0.00 0.00 0.00 d_A, Approach Delay NA/eh] 0.00 0.00 9.35 Approach LOS A A A d_I, Intersection Delay [slveh] 0.00 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 186 of 224 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 (vlc): 7.9 A 0.126 Name Market Street WCR 18 WCR 59 Approach Northbound Eastbound Westbound Lane ConfigurationAir h i Turning Movement Left I Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 I 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 45 17 5 72 34 l 23 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.2300 I 1.2300 1.2300 I 1.2300 1.2300 I 1.2300 In -Process Volume [vehlh] 1 0 0 , 0 0 1 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 0 Pass -by Trips [vehlh] 1 0 0 , 0 0 0 1 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 1 10 7 , 10 10 1 8 ( 0 Total Hourly Volume [vehlh] 65 I 28 16 I 99 I 50 I 28 Peak Hour Factor 0.9100 0.9100 , 0.7100 0.7100 1 0.7100 0.7100 Other Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 1 18 8 6 35 l 18 10 Total Analysis Volume [veh/h] 71 I 31 23 I 139 70 I 39 Pedestrian Volume [pedlh] 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 187 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 5: 5 2040 Back PM Colorado Sand Company TIS Weld County, CO Lanes Capacity per Entry Lane [vehlh] 794 912 780 Degree of Utilization, x 0.12 0.13 0.10 Movement, Approach, & Intersection Results 95th -Percentile Queue Length [vet)] 0.40 0.43 0.33 95th -Percentile Queue Length [ft] 9.94 , 10.82 8.33 Approach Delay [slveh] 8.13 7.52 813 Approach LOS A A A Intersection Delay [slveh] Intersection LOS 7.89 A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 188 of 224 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 (vic): 21.8 C 0.074 Name Market Street Market Street I-76 WB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration Turning Movement Left Thru Right Left Thru I Right Left I Thru Right Left 1 Thru Right Lane Width [ft] 12.00 12.00 2.00 12.00 12.00 i 2.00 12.0O 1 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 i. OO.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0n 0 Exit Pocket Length [ft] 0.O0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] !0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street I Market Street 1-76 WB Ramp Base Volume Input [vehlh] 133 64 1 0 1 82 1 27 1 0 1 0 ( 14 0 1 Base Volume Adjustment Factor 1.0000 11.00011 I .i .0000 11.0000 11.0000 11.0000 i .0000 11.0000 1.0000 1 1.0000 1 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 2.00 2.00 15.00 I 15.00 2.00 2.00 15.00 I 15.00 15.00 Growth Factor 1.2300 11.2300 I "0 11.0000 11.2300 11.2300 mein 11.2300 11.2300 11.2300 In -Process Volume [vehlh] 10 0 [ 0 0 1 0[ 1 l 0 I 0 1` 0 1 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 Diverted Trips [vehih] 0 0 I 0 0 I 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 I 0 1 0 0 0 1 I 0 1 0 0 Other Volume [vehlh] 0 I 151 I 0 0 I 131 I 53 0 0 0 I 41 Total Hourly Volume [vehlh] 164 230 0 0 232 86 0 u 17 0 42 Peak Hour Factor 0.9300 0.9300 1.0000 1.0000 0.8000 0.8000 1.0000 1.0000 i .0000 0.7500 0.7500 0.7500 Other Adjustment Factor 1.0000 11.0000 J00 1 1.a000 1 1.0000 1.0000 11.000C 11.0000 11.0000 11.0000 11.0000 Total 15 -Minute Volume [vehlh] 44 62 I 0 I 73 27 0 0 I 0 6 0 14 Total Analysis Volume [veh/h] 176 I 247 0 I 290 I 108 0 0 0 23 I 0 I 56 Pedestrian Volume [ped/h] 0 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 189 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 5: a 2040 Back PM Colorado Sand Company TIS Weld County, CO Priority Scheme I Free Free I Stop I Stop Flared Lane No Storage Area [veh] I 0 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.14 0.00 0.00 I 0.00 0.00 0.00 0.00 I 0.00 0.07 0.00 I 0.05 d_M, Delay for Movement [slveh] 8.57 0.00 0. 0.00 0.00 1 0.00 21.82 1 1 10.77 Movement LOS A A A A C B 95th -Percentile Queue Length [vehlln] 0.49 0.49 0.00 0.00 0.00 0.00 0.44 0.44 95th -Percentile Queue Length [ftlln] I 12.19 12.19 _ 0.00 0.00 O00 0.00 0 10.98 10.98 d_A, Approach Delay NA/eh] 3.57 0.00 0.00 13.95 Approach LOS A A A B d_I, Intersection Delay [slveh] 2.89 Intersection LOS C 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 190 of 224 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 5: 1-76 EB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (vic): 21.0 C 0.003 Name Market Street Market Street 1-76 EB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configurationh 4111 at Turning Movement Left I Thru I Right Left 1 Thru I Right Left I Thru I Right Left 1 Thru 1 Right Lane Width [ft] 11 I 12.00 I 12.00 12.00 I 12.00 I 1 2 . 12.00 I 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 I 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1.00.00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 I 0.00 I 0.00 0.00 I 0.0u I 0.uu 0.00 I 0.00 I 0.00 1 0.00 0.00 Speed [mph] 30.00 30.00 30.00 ;I Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name 1 Market Street Market Street 1 1-76 EB Ram p _. Base Volume Input [vehlh] Base Volume Adjustment Factor 0 .0000 175 I 27 1.0000 1.0000 4 1.0000 94 1.0000 0 u .0000 21 1 1.0000 11.0000 180 1.0000 L0000 0 1.0000 Heavy Vehicles Percentage [%] 2.00 15.00 15.00 15.00 I 15.00 2.00 15.00 15.00 15.00 I 2.00 Growth Factor 1.0000 11.2300 11.2300 11.2300 11.2300 0000 11.2300 11.2301 11.2300 _. 00 In -Process Volume [vehlh] 1 0 0 1 0 l 0 0 1 0 1 0 1 0 1 0 Site -Generated Trips [vehlh] 0 i 0 0 1 0 1 0 00 0 0 0 0 Diverted Trips [vehih] 0 0 0 0 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 I 0 0 1 0 0 1 0 I 0 0 �7 0 Other Volume [vehlh] 96 I 0 41 I 90 55 0 0 0 0 0 Total Hourly Volume [vehlh] 0 311 33 46 206 I 0 81 221 0 0 i 0 Peak Hour Factor 1.0000 0.9000 0.9000 0.7700 0.7700 1.0000 1 0.9200 0.9200 0.9200 1 .0000 1.N0000 i .uitiuu Other Adjustment Factor 1.0000 1 1.0000 1 1.0000 1.0000 11.0000 11.0000 1.0000 11.0000 11.0000 100 11.0000 11.0000 Total 15 -Minute Volume [vehlh] 0 86 9 15 67 22 0 60 0 0 Total Analysis Volume [veh/h] 0 346 37 60 268 0 88 1 240 1 0 0 Pedestrian Volume [ped/h] 0 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE. Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 191 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 5: a 2040 Back PM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free Stop Flared Lane I I I No I Storage Area [veh] 0 Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.00 0.00 0.04 0.00 0.00 0.22 0.00 I 0.28 0.00 0.00 I 0.00 d_M, Delay for Movement [slveh] A 8.27 I 0.00 20.92 I 21.00 I 15.46 0.00 I 0.00 I 0.00 Movement LOS A A A C C C 95th -Percentile Queue Length [vehlln] 95th -Percentile Queue Length [ftlln] 0.00 0.00 0.00 0.00 0.13 0.00 3.14 0.13 I 0.00 2.97 3.14 I um 74.13 174.13 2.97 2.97 00 74.13 0.00 .0c 0.00 0.00 d_A, Approach Delay NA/eh] 0.00 1.51 16.93 0.00 Approach LOS A A C A d_I, Intersection Delay [slveh] 6.13 Intersection LOS C 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 192 of 224 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 6: WM Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (vic): 7.9 A 0.002 Name WCR 59 WCR 59 Waste Management Entrance Approach Northbound Southbound Eastbound Lane Configuration Turning Movement Left 1 Thru Thru Right Left I Right Lane Width [ft] 12.00 12.00 12.00 i x.00 .‘,i0 1L.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name I WCR 59 1 WCR 59 Waste Management Entrance Base Volume Input [vehlh] 3 6 15 I 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 2.00 2.00 2.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ 0 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 0 ( 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 0 Total Hourly Volume [vehlh] ( 3 6 15 0 0 0 Peak Hour Factor 0.8500 I 0.8500 0.8500 .0000 I 1.0000 I 1.0000 Other Adjustment Factor I 1.0000 1.0000 , 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [vehlh] 1 2 4 0 0 0 Total Analysis Volume [veh/h] 4 7 18 0 0 0 Pedestrian Volume [ped/h] 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 193 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 5: 5 2040 Back PM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free Flared Lane I I Storage Area [veh] 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.00 0.00 0.00 0.00 0.00 d_M, Delay for Movement [slush] 7.92 1 0.00 0.00 0.00 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.01 f 0.01 0.00 0.00 0.00 0.00 95th -Percentile Queue Length [ftlln] 0.18 1 0.18 0.00 0.00 0.00 0.00 d_A, Approach Delay NA/eh] 2.64 0.00 0.00 Approach LOS A A A d_l, Intersection Delay [slveh] 0.99 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 194 of 224 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 (vic): 9.1 A 0.012 Name WCR 59 WCR 59 Waste Management Exit Approach Northbound Southbound Eastbound Lane Configuration r Turning Movement Left I Thru Thru Right Left I Right Lane Width [ft] ., 2.C 12.00 12.00 i .00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 0 I 9 15 0 I 11 Base Volume Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 2.00 2.00 75.00 Growth Factor 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ i 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 Pass -by Trips [vehlh] l 1 0 , 0 0 0 i 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 Other Volume [vehlh] 1 0 , 0 0 0 ( 0 Total Hourly Volume [vehlh] 9 15 I 0 I 0 I 11 Peak Hour Factor 0.8500 , 0.8500 .i .0000 1.0000 0.8500 Other Adjustment Factor 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 3 4 0 0 3 Total Analysis Volume [veh/h] 11 18 I 0 I 0 I 13 Pedestrian Volume [pedlh] 0 0 I 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 195 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 5: 5 2040 Back PM Colorado Sand Company TIS Weld County, CO Priority Scheme I Free Free Stop Flared Lane Storage Area [veh] 0 I Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 I Movement, Approach, & Intersection Results VJC, Movement WC Ratio i 0.00 I 0.00 I 0.01 d_M, Delay for Movement [slveh] I 1 I 0.00 0.C 9.11 Movement LOS 95th -Percentile Queue Length [vehlln] i A A A 0.00 0.00 0.00 0.00 0.04 95th -Percentile Queue Length [ftlln] 1 1 0.00 I 0.00 0.00 0 1 0.94 d_A, Approach Delay NA/eh] 0.00 0.00 9.11 Approach LOS A A I A d_I, Intersection Delay [slveh] 2.86 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 196 of 224 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): 8.1 A 0.153 Name Market Street WCR 18 WCR 59 Approach Northbound Eastbound Westbound Lane ConfigurationAir h i Turning Movement Left I Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 I 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 l 6 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.2300 I 1.2300 1.2300 I 1.2300 1.2300 I 1.2300 In -Process Volume [veh/h] 1 0 0 , 0 0 1 0 0 Site -Generated Trips [vehlh] 0 18 0 0 52 0 Diverted Trips [vehlh] 0 0 0 0 0 0 Pass -by Trips [vehlh] 1 0 0 , 0 0 0 1 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [veh/h] 1 7 5 1 0 9 1 7 ( 0 Total Hourly Volume [vehlh] 60 I 65 15 I 86 90 7 Peak Hour Factor 0.6500 0.6500 0.7800 0.7800 0.6500 0.6500 Other Adjustment Factor 1 1.0000 I 1.0000 1 1.0000 1.0000 1.0000 l 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 [pedlh] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 197 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County, CO Lanes Capacity per Entry Lane [vehlh] 819 888 759 Degree of Utilization, x 0.15 0.11 0.13 Movement, Approach, & Intersection Results 95th -Percentile Queue Length [vet)] 0.54 0.38 0.44 95th -Percentile Queue Length [ft] 13.48 , 9.62 10.97 Approach Delay [slveh] 8.18 7.58 8.44 Approach LOS A A A Intersection Delay [slveh] Intersection LOS 8.07 A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 198 of 224 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 (vic): 23.5 C 0.009 Name Market Street Market Street I-76 WB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration Turning Movement Left Thru Right Left Thru I Right Left I Thru Right Left 1 Thru Right Lane Width [ft] 12.00 12.00 2.00 12.00 12.00 i 2.00 12.00 1 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 i. OO.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0n 0 Exit Pocket Length [ft] 0.O0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] !0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street I Market Street 1-76 WB Ramp Base Volume Input [vehlh] 142 82 1 0 58 36 1 0 1 0 ( 17 2 5 Base Volume Adjustment Factor 1.0000 11.0000 I i .0000 11.0000 11.0000 11.0000 i .0000 11.0000 1.0000 1 1.0000 1 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 2.00 2.00 15.00 I 15.00 2.00 2.00 15.00 I 15.00 15.00 Growth Factor 1.2300 11.2300 I 10 11.0000 11.2300 11.2300 nein`" 11.2300 11.2300 11.2300 In -Process Volume [vehlh] 1 0 0 [ 0 0 1 0[ 1 l o 1 0 1` 0 1 0 Site -Generated Trips [veh/h] 0 9 0 I 26 I 26 0 0 0 9 Diverted Trips [vehih] 0 0 I 0 0 I 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 1 0 0 0 1 I 0 1 0 0 Other Volume [vehlh] Total Hourly Volume [vehlh] 0 I 135 175 I 245 0 0 0 I 105 I 47 0 202 1 117 0 0 0 21 0 39 54 Peak Hour Factor 0.7600 10.7600 1.0000 1.0000 0.7800 0.7800 1.0000 1.0000 -i .0000 0.7500 0.7500 0.7500 Other Adjustment Factor 1.0000 1 1.00011 I I 100 1 1.0000 1 1.0000 1.0000 11.000C 11.0000 tam 11.0000 11.0000 Total 15 -Minute Volume [vehlh] 58 81 1 0 I 65 38 0 0 I 0 7 1 18 Total Analysis Volume [veh/h] 230 I 322 0 I 259 I 150 0 0 0 28 I 3 I 72 Pedestrian Volume [ped/h] 0 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 199 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County, CO Priority Scheme I Free Free I Stop I Stop Flared Lane No Storage Area [veh] I 0 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VJC, Movement V/C Ratio 0.15 0.00 0.00 I 0.00 0.00 0.00 0.00 I 0.00 0.10 I 0.01 I 0.07 d_M, Delay for Movement [s/veh] 8.61 P 0.00 0. 0.00 0.00 1 0.00 23.24 1 23.51 1 11.48 Movement LOS 95th -Percentile Queue Length [veh/In] A 0.53 A 0.53 A 0.00 A 0.00 0.00 0.00 C C 0.64 l 0.64 B 0.64 95th -Percentile Queue Length [ft/In] I 13.16 13.16 1 J l 0.00 0.00 O00 0.00 O. ` 15.99 15.99 15.99 d_A, Approach Delay NA/eh] 3.59 0.00 0.00 15.00 Approach LOS A A A C d_I, Intersection Delay [s/veh] 3.26 Intersection LOS C 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 200 of 224 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 5: 1-76 EB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (vic): 20.4 C 0.297 Name Market Street Market Street 1-76 EB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configurationh 4111 at Turning Movement Left I Thru I Right Left 1 Thru I Right Left I Thru I Right Left 1 Thru 1 Right Lane Width [ft] 11 I 12.00 I 12.00 12.00 I 12.00 I 1 2 . 12.00 I 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 I 0 0 0 0 0 0 10 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1.00.00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 I 0.00 I 0.00 0.00 I 0.0u I 0.00 0.00 I 0.00 I 0.00 1 0.00 0.00 Speed [mph] 30.00 30.00 30.00 ;I Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name 1 Market Street Market Street 1 1-76 EB Ramp _. Base Volume Input [vehlh] Base Volume Adjustment Factor 0 .0000 230 I 16 1.0000 1.0000 1 1.0000 44 1.0000 0 .0000 37 I 0 1.0000 11.0000 98 1.0000 L0000 0 1.0000 Heavy Vehicles Percentage [%] 2.00 15.00 15.00 15.00 I 15.00 2.00 15.00 15.00 15.00 I 2.00 Growth Factor 1.0000 11.2300 11.2300 11.2300 11.2300 0000 11.2300 11.2301 11.2300 In -Process Volume [vehlh] 1 0 0 1 0 l 0 0 1 0 1 0 1 0 1 0 Site -Generated Trips [vehlh] 0 i 0 0 I 26 I 0 I 0 9 0 0 0 Diverted Trips [vehih] 0 0 0 0 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 I 0 I 0 1 0 0 1 0 I 0 I 0 �7 0 Other Volume [vehlh] 85 I 0 37 I 68 50 I 0 0 0 0 0 Total Hourly Volume [vehlh] 0 368 20 64 122 0 105 I 0 121 0 0 i 0 Peak Hour Factor 11.0000 0.9000 0.9000 0.6600 0.6600 1.0000 1 0.7700 0.7700 0.7700 1 .0000 1.N0000 i .Oa u0 Other Adjustment Factor 1.0000 1 1.0000 1 1.0000 1.0000 11.0000 11.0000 1.0000 11.0000 11.0000 100 11.0000 11.0000 Total 15 -Minute Volume [vehlh] 0 102 6 24 46 n 34 0 39 0 0 Total Analysis Volume [veh/h] 0 409 22 97 185 0 136 0 157 0 0 Pedestrian Volume [ped/h] 0 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE. Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 201 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free Stop Flared Lane I I I No I Storage Area [veh] 0 0 Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 I 0 0 Movement, Approach, & Intersection Results VJC, Movement V/C Ratio 0.00 0.00 0.06 0.00 0.00 0.30 0.00 0.14 0.00 I 0.00 d_M, Delay for Movement [s/veh] A 8.46 I 0.00 20.37 I 20.35 I 14.22 0.00 I a.00 Movement LOS A A A. C C B 95th -Percentile Queue Length [veh/In] 95th -Percentile Queue Length [ft/In] 0.00 0.00 0.00 0.00 0.18 0.00 4.62 0.18 I 0.00 2.25 I 2.25 4.62 I OO 56.13 1 56. 2.25 00 56.13 0.00 0.00 0.00 d_A, Approach Delay NA/eh] 0.00 2.91 17.07 0.00 Approach LOS A A C A d_I, Intersection Delay [s/veh] 5.50 Intersection LOS C 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 202 of 224 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 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 Configuration Turning Movement Left 1 Thru Thru Right Left I Right Lane Width [ft] 12.00 12.00 12.00 i x.00 .‘,i0 1L.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name I WCR 59 1 WCR 59 Waste Management Entrance Base Volume Input [vehlh] 23 20 9 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 2.00 2.00 2.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ 0 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 0 52 I 0 I 0 I 0 Diverted Trips [vehlh] 0 ( 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 0 Total Hourly Volume [vehlh] ( 23 20 61 0 0 0 Peak Hour Factor 0.8500 I 0.8500 0.8500 .0000 I 1.0000 I 1.0000 Other Adjustment Factor I 1.0000 1.0000 , 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [vehlh] 7 6 18 I 0 I 0 I 0 Total Analysis Volume [veh/h] 27 24 72 0 0 0 Pedestrian Volume [ped/h] 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 203 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free i Flared Lane I I Storage Area [veh] 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.02 0.00 0.00 0.00 d_M, Delay for Movement [slush] 8.11 1 0.00 0.00 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.061 0.06 0.00 0.00 0.00 0.00 95th -Percentile Queue Length [ft/In] 1.49 1.49 • 0.00 0.00 0.00 0.00 d_A, Approach Delay NA/eh] 4.34 0.00 0.00 Approach LOS A A A d_I, Intersection Delay [s/veh] 1.79 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 204 of 224 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 (vic): 9.3 A 0.005 Name WCR 59 WCR 59 Waste Management Exit Approach Northbound Southbound Eastbound Lane Configuration r Turning Movement Left I Thru Thru Right Left I Right Lane Width [ft] ., 2.C 12.00 12.00 i .00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 0 I 43 9 0 I 4 Base Volume Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 2.00 2.00 75.00 Growth Factor 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ i 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 52 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 Pass -by Trips [vehlh] l 1 0 , 0 0 0 i 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 Other Volume [vehlh] 1 0 , 0 0 0 ( 0 Total Hourly Volume [vehlh] 43 61 I 0 I 0 I 4 Peak Hour Factor 0.8500 , 0.8500 .i .0000 1.0000 0.8500 Other Adjustment Factor 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 13 18 0 0 1 Total Analysis Volume [veh/h] 51 72 I 0 I 0 5 Pedestrian Volume [pedlh] 0 0 I 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 205 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County, CO Priority Scheme I Free Free Stop Flared Lane Storage Area [veh] 0 I Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 I Movement, Approach, & Intersection Results VJC, Movement WC Ratio i 0.00 I 0.00 I 0.00 d_M, Delay for Movement [s/veh] I 1 I 0.00 Q.^r 9.35 Movement LOS 95th -Percentile Queue Length [veh/In] i A A A 0.00 0.00 0.00 0.01 95th -Percentile Queue Length [ft/In] 1 1 0.00 I 0.00 I 0.00 0.�R- 0.36 d_A, Approach Delay NA/eh] 0.00 0.00 9.35 Approach LOS A A A d_I, Intersection Delay [s/veh] 0.35 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 206 of 224 Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 4: 4 4 2040 Total AM 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 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 IF 1 Turning Movement Thru I Right Left Thru Left Right Lane Width [ft] 12.00 I 12.00 d `.u0 12.00 1''.00 G L.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Y Volumes Name I WCR 59 I WCR 59 I Mine Entrance Base Volume Input [vehlh] Base Volume Adjustment Factor 43 I 0 0 I 13 0 0 1.0000 1.0000 1.0000 1.0000 "i . 0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 2.00 75.00 2.00 2.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [veh/h] [ 0 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 I 18 0 I 52 I 0 I 0 Diverted Trips [vehlh] 0 ( 0 0 0 0 0 Pass -by Trips [vehlh] 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 [vehlh] ( 43 18 0 65 1 0 Peak Hour Factor 0.8500 I 0.8500 I 1.0000 I 0.8500 I 1.0000 I 1.0000 Other Adjustment Factor I 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 13 I 5 I 0 I 19 Total Analysis Volume [veh/h] 51 21 0 76 0 0 Pedestrian Volume [ped/h] 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 207 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free i Flared Lane I I I Storage Area [veh] 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.00 0.00 0.00 0.00 0.00 d_M, Delay for Movement [slush] 1 0.00 0.00 0.00 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.00 0.00 0.00 0.00 u.00 I 95th -Percentile Queue Length [ftlln] 0.00 1 0.00 0.00 0.00 0.00 0.00 d_A, Approach Delay NA/eh] 0.00 0.00 0.00 Approach LOS A A A d_l, Intersection Delay [slveh] 0.00 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc.. Exhibit 23.1 Page 208 of 224 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 (vlc): 9.6 A 0.063 Name WCR 59 WCR 59 Mine Exit Approach Northbound Southbound Westbound Lane Configuration Turning Movement Thru I Right Left Thru Left Right Lane Width [ft] 12.00 I 12.00 12.00 I a. No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.tl 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 [vehlh] 20 1 9 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 I 75.00 75.00 2.00 Growth Factor 1.0000 1 1.0000 1.0000 1000 In -Process Volume [vehlh] 0 1 1 0 0 1 0 Site -Generated Trips [vehlh] 0 0 0 52 0 Diverted Trips [vehlh] 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 I 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 Total Hourly Volume [vehlh] 20 0 0 9 52 0 Peak Hour Factor 0.8500 1.0000 1.000 0.8500 0.8500 1.0000 Other Adjustment Factor 1.0000 1.0000 I .c,..) . 1.0000 1.0000 1.0000 Total 15 -Minute Volume [vehlhJ 6 0 0 3 15 0 Total Analysis Volume [veh/h] 24 0 0 11 61 0 Pedestrian Volume [ped/h] 0 0 0 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 209 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 4: 4 4 2040 Total AM Colorado Sand Company TIS Weld County, CO Priority Scheme Free Free i Stop Flared Lane I I I Storage Area [veh] 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.00 0.00 0.00 0.06 0.00 d_M, Delay for Movement [slush] 1 0.00 0.00 0.00 9.64 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.00 0 00 0.00 0.20 0.00 95th -Percentile Queue Length [ftlln] 0.00 1 0.00 0.00 5.02 0.00 d_A, Approach Delay NA/eh] 0.00 0.00 9.64 Approach LOS A A A d_l, Intersection Delay [slveh] 6.19 Intersection LOS A 11/4/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 210 of 224 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 (vlc): 8.2 A 0.178 Name Market Street WCR 18 WCR 59 Approach Northbound Eastbound Westbound Lane ConfigurationAir h i Turning Movement Left I Right Thru Right Left Thru Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 I 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 45 17 5 72 34 l 23 Base Volume Adjustment Factor I 1.0000 I 1.0000 1.0000 I 1.0000 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 15.00 15.00 15.00 15.00 Growth Factor 1.2300 I 1.2300 1.2300 I 1.2300 1.2300 I 1.2300 In -Process Volume [vehlh] 1 0 0 , 0 0 1 0 0 Site -Generated Trips [vehlh] 0 52 0 0 26 0 Diverted Trips [vehlh] 0 0 0 0 0 0 Pass -by Trips [vehlh] 1 0 0 , 0 0 0 1 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 1 10 7 , 10 10 1 8 ( 0 Total Hourly Volume [vehlh] 65 I 80 16 I 99 I 76 I 28 Peak Hour Factor 0.9100 0.9100 , 0.7100 0.7100 1 0.7100 0.7100 Other Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 1 18 22 6 35 l 27 10 Total Analysis Volume [veh/h] 71 I 88 23 I 139 107 I 39 Pedestrian Volume [pedlh] 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 211 of 224 Generated with PTV Version 2020 (SP 0-0) Intersection Settings VISTRO Scenario 4: 4 2040 Total PM Colorado Sand Company TIS Weld County, CO Lanes Capacity per Entry Lane [vehlh] 815 876 755 Degree of Utilization, x 0.18 0.13 0.14 Movement, Approach, & Intersection Results 95th -Percentile Queue Length [vet)] 0.65 0.45 0.48 95th -Percentile Queue Length [ft] 16.20 , 11.32 11.97 Approach Delay [slveh] 8.37 7.73 8.53 Approach LOS A A J A Intersection Delay [slveh] Intersection LOS 8.22 A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 212 of 224 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 4: 1-76 WB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (vlc): 23.5 C 0.080 Name Market Street Market Street I-76 WB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configuration Turning Movement Left Thru Right Left Thru I Right Left I Thru Right Left 1 Thru Right Lane Width [ft] 12.00 12.00 2.00 12.00 12.00 i 2.00 12.00 1 12.00 12.00 12.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 i. OO.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0n 0 Exit Pocket Length [ft] 0.O0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 Speed [mph] 30.00 30.00 30.00 30.00 Grade [°%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name Market Street I Market Street 1-76 WB Ramp Base Volume Input [vehlh] 133 64 1 0 82 27 1 0 1 0 ( 14 0 1 Base Volume Adjustment Factor 1.0000 11.0000 I .i . 00 00 11.0000 11.0000 11.0000 i .000( 11.0000 1.0000 1 1.0000 1 1.0000 Heavy Vehicles Percentage [%] 15.00 15.00 2.00 2.00 15.00 I 15.00 2.00 2.00 15.00 I 15.00 15.00 Growth Factor 1.2300 11.2300 I "0 11.0000 11.2300 11.2300 mein 11.2300 11.2300 11.2300 In -Process Volume [vehlh] 1 0 0 [ 0 0 lo 1 1 1 0 1 0 1` 0 1 0 Site -Generated Trips [vehlh] 0 26 I I 0 I 13 I 13 0 0 I 0 I 26 Diverted Trips [vehlh] 0 0 I 0 0 I 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 1 [ 1 0 0 0 1 I 0 1 0 0 Other Volume [vehlh] 0 I 151 I 0 131 I 53 0 0 0 41 Total Hourly Volume [vehlh] 164 256 0 245 99 0 17 68 Peak Hour Factor 0.9300 0.9300 1.0000 1.0000 0.8000 0.8000 1.0000 1.0000 i .0000 0.7500 0.7500 0.7500 Other Adjustment Factor 1.0000 11.0000 000 1 1.0000 1 1.0000 1.0000 11.000C 11.0000 11.0000 11.0000 11.0000 Total 15 -Minute Volume [vehlh] 44 69 l 0 I 77 31 0 0 I 0 6 0 23 Total Analysis Volume [veh/h] 176 I 275 0 I 306 I 124 0 0 23 I 0 I 91 Pedestrian Volume [ped/h] 0 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 213 of 224 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 I Stop Flared Lane No Storage Area [veh] 1 0 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.14 0.00 0.00 I 0.00 0.00 0.00 0.00 I 0.00 0.08 0.00 I 0.09 d_M, Delay for Movement [slveh] [ 8.67 1 P I 0.00 0. 0.00 0.00 0.00 1 23A5 I I 11.27 Movement LOS A I A A A C L B 95th -Percentile Queue Length [vehlln] 0.50 0.50 0.00 0.00 0.00 0.00 0.62 I d.62 0.62 95th -Percentile Queue Length [ftlln] 12.51 12.51 l _ 0.00 0.00 O00 0.00 0 15.38 15.38 15.38 d_A, Approach Delay NA/eh] 3.38 0.00 0.00 13.71 Approach LOS A A A B d_I, Intersection Delay [slveh] 3.05 Intersection LOS C 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 214 of 224 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 5: 1-76 EB Ramps Delay (sec / veh): Level Of Service: Volume to Capacity (vlc): 24.7 C 0.003 Name Market Street Market Street 1-76 EB Ramp Approach Northbound Southbound Eastbound Westbound Lane Configurationh 4111 at Turning Movement Left I Thru I Right Left 1 Thru I Right Left I Thru I Right Left 1 Thru 1 Right Lane Width [ft] 11 I 12.00 I 12.00 12.00 I 12.00 I 1 2 . 12.00 I 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 I 0 0 0 0 0 0 0 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1.00.00 100.00 100.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0 Exit Pocket Length [ft] 0.00 I 0.00 I 0.00 0.00 I 0.0u I 0.uu 0.00 I 0.00 I 0.00 1 0.00 0.00 Speed [mph] 30.00 30.00 30.00 ;I Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name 1 Market Street Market Street 1 1-76 EB Ram p _. Base Volume Input [vehlh] Base Volume Adjustment Factor 0 .0000 175 I 27 1.0000 1.0000 4 1.0000 94 1.0000 0 u .0000 21 1 1.0000 11.0000 180 1.0000 L0000 0 1.0000 Heavy Vehicles Percentage [%] 2.00 15.00 15.00 15.00 I 15.00 2.00 15.00 15.00 15.00 I 2.00 Growth Factor 1.0000 11.2300 11.2300 11.2300 11.2300 0000 11.2300 11.2300 11.2300 _. 00 In -Process Volume [vehlh] 1 0 0 i 0 [ 0 0 1 0 1 0 1 0 I a Site -Generated Trips [vehlh] 0 1 0 0 I 13 I 0 I 26 I 0 1 0 0 Diverted Trips [vehfh] 0 0 0 0 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 I 0 0 1 0 0 1 0 I 0 0 �7 0 Other Volume [vehlh] 96 I 0 41 I 90 55 I 0 0 0 0 0 Total Hourly Volume [vehlh] 0 311 33 59 206 I 0 107 221 0 0 i 0 Peak Hour Factor 1.0000 0.9000 0.9000 0.7700 0.7700 1.0000 1 0.9200 0.9200 0.9200 1 .0000 1.N0000 i .0 U0 Other Adjustment Factor 1.0000 1 1.0000 1 1.0000 1.0000 11.0000 11.0000 1.0000 11.0000 11.0000 100 11.0000 11.0000 Total 15 -Minute Volume [vehlh] 0 86 9 19 67 29 0 60 0 0 Total Analysis Volume [veh/h] 0 346 37 77 268 0 116 1 240 1 0 0 Pedestrian Volume [ped/h] 0 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE. Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 215 of 224 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] 0 Two -Stage Gap Acceptance No Number of Storage Spaces in Median I 0 I I Movement, Approach, & Intersection Results VJC, Movement WC Ratio 0.00 0.00 0.05 0.00 0.00 0.31 0.00 I 0.28 0.00 0.00 I 0.00 d_M, Delay for Movement [slveh] A 8.31 I 0.00 I 0 24.70 I 24.73 I 18.68 0.00 I 11.00 I a.00 Movement LOS A A A C C C 95th -Percentile Queue Length [vehlln] 0.00 0.00 0.16 0.16 4.17 4.17 4.17 00 0.00 95th -Percentile Queue Length [ftlln] 0.00 0.00 0.00 4.07 4.07 0.00 104.29 104.29 1O4.29 0.00 0.00 d_A, Approach Delay NA/eh] 0.00 1.85 20.66 0.00 Approach LOS A A C A d_l, Intersection Delay [slveh] 7.77 Intersection LOS C 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 216 of 224 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 (vic): 8.0 A 0.002 Name WCR 59 WCR 59 Waste Management Entrance Approach Northbound Southbound Eastbound Lane Configuration Turning Movement Left 1 Thru Thru Right Left I Right Lane Width [ft] 12.00 12.00 12.00 i x.00 .‘,i0 1L.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name I WCR 59 1 WCR 59 Waste Management Entrance Base Volume Input [vehlh] 3 6 15 I 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 75.00 2.00 2.00 2.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ 0 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 0 26 I 0 I 0 I 0 Diverted Trips [vehlh] 0 ( 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 0 Total Hourly Volume [vehlh] ( 3 6 41 0 0 0 Peak Hour Factor 0.8500 I 0.8500 0.8500 .0000 I 1.0000 I 1.0000 Other Adjustment Factor I 1.0000 1.0000 , 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [vehlh] 1 2 12 I 0 I 0 I 0 Total Analysis Volume [veh/h] 4 7 48 0 0 0 Pedestrian Volume [ped/h] 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 217 of 224 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 Flared Lane I I Storage Area [veh] 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.00 0.00 0.00 0.00 d_M, Delay for Movement [slush] 8.00 1 0.00 0.00 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.01 f 0.01 0.00 0.00 0.00 0.00 95th -Percentile Queue Length [ftlln] 0.19 1 0.19 0.00 0.00 0.00 0.00 d_A, Approach Delay NA/eh] 2.67 0.00 0.00 Approach LOS A A A d_l, Intersection Delay [slveh] 0.48 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 218 of 224 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 7: WM Exit Delay (sec / veh): Level Of Service: Volume to Capacity (vic): 9.3 A 0.013 Name WCR 59 WCR 59 Waste Management Exit Approach Northbound Southbound Eastbound Lane Configuration r Turning Movement Left I Thru Thru Right Left I Right Lane Width [ft] ., 2.C 12.00 12.00 i .00 12.00 I 12.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 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 [vehlh] 0 I 9 15 0 I 11 Base Volume Adjustment Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 2.00 2.00 75.00 Growth Factor 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ i 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 26 0 0 0 Diverted Trips [vehfh] 0 0 0 0 0 Pass -by Trips [vehlh] l 1 0 , 0 0 0 i 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 Other Volume [vehlh] 1 0 , 0 0 0 ( 0 Total Hourly Volume [vehlh] 9 41 I 0 I 0 I 11 Peak Hour Factor 0.8500 , 0.8500 .i .0000 1.0000 0.8500 Other Adjustment Factor 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 Total 15 -Minute Volume [vehlh] 3 12 0 0 3 Total Analysis Volume [veh/h] 11 48 I 0 I 0 I 13 Pedestrian Volume [pedlh] 0 0 I 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 219 of 224 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 I Free Free Stop Flared Lane Storage Area [veh] 0 I Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 I Movement, Approach, & Intersection Results VJC, Movement WC Ratio i 0.00 I 0.00 I 0.01 d_M, Delay for Movement [slveh] I 1 I 0.00 Or 9.26 Movement LOS 95th -Percentile Queue Length [veh/ln] i A A A 0.00 0.00 0.00 0.04 95th -Percentile Queue Length [ftlln] 1 1 0.00 I 0.00 I 0.00 0.�c i 0.98 d_A, Approach Delay NA/eh] 0.00 0.00 9.26 Approach LOS A A A d_l, Intersection Delay [slveh] 1.67 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 220 of 224 Generated with PTV Version 2020 (SP 0-0) VISTRO Scenario 4: 4 2040 Total 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 8: Mine Entrance Delay (sec / veh): Level Of Service: Volume to Capacity (vlc): 0.0 A 0.001 Name WCR 59 WCR 59 Mine Entrance Approach Northbound Southbound Westbound Lane Configuration IF 1 Turning Movement Thru I Right Left Thru Left Right Lane Width [ft] 12.00 I 12.00 d `.u0 12.00 1''.00 G L.00 No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 0 Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Y Volumes Name I WCR 59 I WCR 59 I Mine Entrance Base Volume Input [vehlh] Base Volume Adjustment Factor 43 I 0 0 I 13 0 0 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 75.00 2.00 75.00 2.00 2.00 Growth Factor 1.0000 I 1.0000 1.0000 I 1.0000 I 1.0000 I 1.0000 In -Process Volume [vehlh] [ 0 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 I 52 0 I 26 I 0 I 0 Diverted Trips [vehlh] 0 ( 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 0 Total Hourly Volume [vehlh] ( 43 52 0 39 1 0 Peak Hour Factor 0.8500 I 0.8500 I 1.0000 I 0.8500 I 1.0000 I 1.0000 Other Adjustment Factor I 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [vehlh] 13 I 15 I 0 I 11 Total Analysis Volume [veh/h] 51 61 0 46 0 0 Pedestrian Volume [ped/h] 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 221 of 224 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 i Flared Lane I I I Storage Area [veh] 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.00 0.00 0.00 0.00 d_M, Delay for Movement [slush] 1 0.00 0.00 0.00 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.00 0.00 0 00 0.00 u.00 I 95th -Percentile Queue Length [ftlln] 0.00 1 0.00 0.00 0.00 0.00 0.00 d_A, Approach Delay NA/eh] 0.00 0.00 0.00 Approach LOS A A A d_l, Intersection Delay [slveh] 0.00 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 222 of 224 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 9: Mine Exit Delay (sec / veh): Level Of Service: Volume to Capacity (vlc): 9.5 A 0.031 Name WCR 59 WCR 59 Mine Exit Approach Northbound Southbound Westbound Lane Configuration Turning Movement Thru I Right Left Thru Left Right Lane Width [ft] 12.00 I 12.00 12.00 I a. No. of Lanes in Entry Pocket 0 0 0 1 0 0 0 Entry Pocket Length [ft] 100.00 100.00 No. of Lanes in Exit Pocket 0 1 0 0 0 0 1 0 Exit Pocket Length [ft] 0.tl 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 [vehlh] 20 1 9 0 0 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 75.00 I 75.00 75.00 2.00 Growth Factor 1.0000 1 1.0000 1.0000 1000 In -Process Volume [vehlh] 0 1 1 0 0 1 0 Site -Generated Trips [vehlh] 0 0 0 26 0 Diverted Trips [vehlh] 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 I 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 Other Volume [vehlh] 0 0 0 0 0 Total Hourly Volume [vehlh] 20 0 0 9 26 0 Peak Hour Factor 0.8500 1.0000 1.000 0.8500 0.8500 1.0000 Other Adjustment Factor 1.0000 1.0000 I . cr..J.,}.: 1.0000 1.0000 1.0000 Total 15 -Minute Volume [vehlhJ 6 0 0 3 8 0 Total Analysis Volume [veh/h] 24 0 0 11 31 0 Pedestrian Volume [ped/h] 0 0 0 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 223 of 224 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 i Stop Flared Lane I I I Storage Area [veh] 0 Two -Stage Gap Acceptance Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.00 0.00 0.00 0.03 0.00 d_M, Delay for Movement [slush] 1 0.00 0.00 0.00 9.49 0.00 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.00 f 00 0.00 0.10 0.00 95th -Percentile Queue Length [ftlln] 0.00 1 0.00 0.00 2.43 0.00 d_A, Approach Delay NA/eh] 0.00 0.00 9.49 Approach LOS A A A d_l, Intersection Delay [slveh] 4.49 Intersection LOS A 11/7/2019 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Exhibit 23.1 Page 224 of 224 Hello