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1.00 General Application Materials_PartH
") 7S 93W 7S 94W BEAVERCREEKRD(CR317)FS824SCRIBNERLN(CR317A)S. LEVERICH 13-09 7 18 17 20 19 12 13 24 Legend ")Proposed Oil & Gas Location Existing Access Road Existing County Road Gordman Leverich (240318400014) Public Lands Rural (Agricultural) Document Path: T:\Projects\Piceance\Rulison\South Leverich 13-09 Pad\Visit 2\S Leverich 13-09 Form 2A 304.c.(03) Light Mitigation Plan - GarCo Zoning Map.mxd TEP ROCKY MOUNTAIN, LLC Exhibit prepared by: AT Date prepared: July 5, 2022 South Leverich 13-09 Pad Parcel / Zoning Map § 0 700 1,400350Feet 1 in = 700 feet Cl -D G ME:.S Odor Mitigation Plan – 304.c.(4) South Leverich 13-09 Oil and Gas Location Loc ID #335045 July 2022 Table of Contents TER Page 2 of 7 INTRODUCTION TEP Rocky Mountain LLC (“TEP”) has developed the following odor mitigation plan for the South Leverich 13-09 Pad (COCC Loc ID: 335045) in accordance with Rule 304.c.(4) and Rule 426. This plan describes how TEP will comply with Rule 426 and the Best Management Practices that will be implemented to reduce odors. WELL SITE LOCATION The existing South Leverich 13-09 Pad (Location ID: 335045) is located in Lot 3 & 4 of Section 13, Township 7 South, Range 94 West, 6th P.M., within Garfield County, Colorado. The oil and gas location is located on private property (Parcel #240318400014) owned by Gordman Leverich, LLP. The land on which the pad is located is classified as non-crop land, rangeland, and recreation, and is primarily used for grazing cattle. The South Leverich 13-09 Oil and Gas Development Plan (“OGDP”) involves reconstruction of the South Leverich 13-09 pad, construction of a new pipeline corridor for natural gas transportation, and utilization of other existing facilities to support well completion and production operations. The existing South Leverich 13-09 pad would be reconstructed to a 6.43-acre footprint to support development of the twenty- one (21) proposed natural gas wells. The constructed pad would have an estimated pad elevation of 8,007.1 feet. The estimated long-term disturbance of the South Leverich 13-09 pad following interim reclamation would be approximately 1.74-acres. The South Leverich 13-09 pad is currently accessed via Garfield County Road 317 and an existing lease road. Approximately 24,135 feet, or 4.57 miles, of Garfield County Road 317 is an improved gravel road which is maintained by Garfield County Road and Bridge. The existing lease road from County Road 317 to the South Leverich 13-09 Pad is also an improved gravel road and is approximately 3,432 feet, or 0.65 miles, in length. The existing lease road is currently utilized to access other existing Oil and Gas Locations within the Beaver Creek Area. Please see the Access Road Map attached to the Form 2A for a depiction of the existing access route. TEP has identified potential odor sources for each phase of development and has included Best Management Practices to mitigate potential nuisances. REGULATORY REQUIREMENTS Rule 304.c.(4): An odor mitigation plan consistent with the requirements of Rule 426.a. Rule 426.a: For proposed Working Pad Surfaces within 2,000 feet of a Building Unit or Designated Outside Activity Area, Operators will submit an odor mitigation plan as an attachment to their Form 2As, as required by Rule 304.c.(4). An Operator may submit substantially equivalent information or plans developed through a Local Government land use process or federal process in lieu of the information required by this Rule 426.a unless the Director or Commission determines that the information or plan developed through the Local Government land use process or federal process is not equivalent. TEP is requesting approval of the South Leverich 13-09 OGDP, which includes an Oil and Gas Location Assessment (“Form 2A”) permit for the development of twenty-one (21) proposed natural gas wells from the existing South Leverich 13-09 pad. The South Leverich 13-09 Odor Mitigation Plan is being submitted with the South Leverich 13-09 Form 2A as required by Rule 304.c.(4). Page 3 of 7 The South Leverich 13-09 pad is located within 2,000 feet of four (4) residential building units. Table 1, Residential Building Units within 2,000 feet, lists the owners of the building units within 2,000 feet of the working pad surface, the distance and direction from the working pad surface, and the current status of the Residential Building Unit. Table 1, Residential Building Units within 2,000 feet. Owner Name Distance (ft.) Direction Status Joel & Cindy Fischer 1,195 West Occupied Gordman Leverich, LLP 1,582 Northeast Unoccupied / Seasonal TEP Rocky Mountain LLC (Cabin 1) 1,393 South Unoccupied TEP Rocky Mountain LLC (Cabin 2) 1,489 South Unoccupied OPERATIONAL COMPLIANCE METHODS – RULE 426.a.(1) Rule 426.a.(1): How the Operator will comply with all requirements of this Rule 426 through one or more proposed methods. Identification of potential sources of odor during each phase of development is critical to ensuring compliance with the odor requirements of Rule 426. Table 2, Potential Sources of Odors by Operation Phase provides a list of potential sources of odors during development of the proposed wells on the South Leverich 13-09 pad. Table 2, Potential Sources of Odors by Operation Phase. Drilling Completion Flowback Production Drilling Rig Generators Third Party Vehicles Drying Shaker Assembly & Centrifuge Solids Drill Cuttings Storage Water Based / Bentonitic Drilling Mud Mud Tanks Frac Pumps Blender Minion Tanks Separators Pumps Flowback Tanks Separators Tanks Emissions Combustion Devices (ECD) Natural Gas Generator (for air compressor) Drilling Operations Drilling operations on the Oil and Gas Location will be conducted in a manner that minimizes fugitive odors and is compliant with Rule 426. TEP will utilize Water Based / Bentonitic Drilling Mud (WBM) during construction of the proposed natural gas wells and will utilize enclosed upright drilling fluid storage tanks to minimize potential odors. WBM contains less hydrocarbon content when compared to oil based drilling muds; therefore WBM generally emit less odors. Drill pipe will be wiped to remove any residual drilling mud while tripping pipe and a catch pan will be installed around the BOP to catch any mud that falls through the rotary table to prevent spilling WBM and a source of odor during drilling operations. Page 4 of 7 Odor neutralizers (i.e. sodium hypochlorite) will be utilized in the active mud system if a complaint is received. Drill cuttings generated during drilling operations on the South Leverich 13-09 pad will be temporarily placed into a high-walled, heavy-duty, metal storage bin that is placed close to the rig’s shaker assembly. Once the storage bin becomes full, a loader will be used to move the cuttings from the storage bin to multiple 3-sided storage bins for mixing with clean fill material and sampling. Once mixing and sampling is complete the drill cuttings will then be relocated into the cuttings trench constructed along the south side of the pad. The cuttings trench will be approximately four hundred and twenty-four feet (424’) in length by fifty feet (50’) in width, with a depth between thirteen feet (13’) feet and nineteen feet (19’). The estimated volume of drill cuttings generated per well at this location is approximately five hundred and ninety cubic yards (590 cy). Hence, the total volume of drill cuttings estimated for the twenty-one (21) proposed wells to be drilled at this location is approximately ten thousand four hundred and forty cubic yards (10,440 cy). The cuttings trench has been designed with a maximum capacity of six thousand three hundred and sixty cubic yards (6,360 cy) approximately fifty percent (50%) of the expected cuttings volume. Once the trench has reached capacity, cuttings will be stacked against the cut slope of the pad. Any remaining cuttings will be hauled to a commercial disposal facility. TEP will maximize the onsite storage and disposal of drill cuttings to minimize the volume of cuttings requiring transport away from the Oil and Gas Location by commercial vehicles. The minimization of commercial vehicle traffic not only mitigates potential odors, but it also serves to minimize vehicle emissions and increase safety. Due to the use of WBM, TEP does not anticipate odors to be a concern during transport to an off-site disposal location. Completion Operations Completion operations on the Oil and Gas Location will be conducted in compliance with Rule 426, in a manner that minimizes fugitive odors. Well completion operations will be conducted remotely from the Youberg RU 44-7 pad, which is located on private surface (Youberg Beaver Creek Ranch L.P.) in the SE¼SE¼ of Section 7, Township 7 South, Range 93 West, 6th P.M. The Youberg RU 44-7 pad is located approximately 1.65-miles northeast of the South Leverich 13-09 pad and is over 1-mile from the nearest Building Unit. Produced water used for frac water will be treated with Sodium Hypochlorite. Sodium Hypochlorite (NaOCL), commonly referred to as biocide or bleach, will be used for bacterial and microbial control, as well as odor prevention and neutralization. TEP will utilize alternative chemicals if needed to effectively treat various microbials that can develop in produced water. Based on the remote nature of proposed well completion operations and the implementation of green completion practices, TEP does not anticipate any potential adverse odor related impacts during completion operations. Flowback Operations Flowback operations on the Oil and Gas Location will be conducted in compliance with Rule 426, in a manner that minimizes fugitive odors. Flowback operations will occur on the South Leverich 13-09 pad. Green completion practices will be implemented during flowback operations to reduce emissions of salable gas and condensate. Flowback fluids will be processed through 4-phase separators. Natural gas Page 5 of 7 will be transported through surface flowlines to the sales line and produced water will be stored in two enclosed water tanks prior to transport back to the Youberg RU 44-7 pad for reuse / recycling during future completion operations. All residual gas from the flowback equipment will be captured and delivered to a high efficiency combustor to minimize air emissions and odors. Odor neutralizing agents described in the Completion Operations section above will be used in the produced water during frac operations. Production Operations Production operations on the Oil and Gas Location will be conducted in compliance with Rule 426, in a manner that minimizes fugitive odors. The four main types of production equipment which will be used on the South Leverich 13-09 pad are separation vessels (separators), produced liquid storage tanks (tanks), emissions combustion devices (ECD) and natural gas driven combination air compressor/electric generator packages. Separators are designed to operate as a closed system, with no hydrocarbon or associated odors venting, or atmospheric draining required during normal operation. Process controls for separation equipment will use compressed air for all pneumatic controls instead of natural gas, which further reduces emission and odor sources. In an effort to reduce odor impacts, the number of liquid storage tanks onsite has been minimized by combining water storage and handling offsite. The water will be transported to the SR 43- 12 location. The tanks remaining on location at the South Leverich 13-09 will be closed to the atmosphere and will vent all vapors to the ECDs. These ECDs are designed to destroy at least 98% of emissions. In addition to this, a leak detection plan which uses FLIR cameras to check for fugitive emissions or gas leaks is employed on a standard schedule. Please see the Leak Detection Plan attached to the Form 2A for details. For normal operating conditions, due to the use of a non-venting production process, no additive chemicals will be used for odor neutralizer or reduction. Due to the closed system design, no odor neutralizers are planned to be injected into the process stream. Baseline odor surveys are employed to ensure compliance with regulations. In the event of a complaint or release, a location survey will be conducted to locate and eliminate any fugitive emissions or odors. BEST MANAGEMENT PRACTICES – RULE 426.a.(2) Rule 426.a.(1): All Best Management Practices the Operator will use to reduce odors. The following Best Management Practices for each operational phase will be implemented when appropriate during development of the proposed wells on the South Leverich 13-09 pad. Drilling Operations 1. Oil and gas operations will be in compliance with applicable BLM regulations, the Department of Public Health and Environment, Air Quality Control Commission, Regulation No. 2 Odor Emission, 5 C.C.R. 1001-4, Regulation No. 3 (5 C.C.R. 1001-5), and Regulation No. 7 Section XVII.B.1 (a-c) and Section XII. 2. Fresh water mud system will be utilized for drilling all proposed wells. 3. Upon tripping out of the hole, the drill pipe will be wiped to remove any residual mud. 4. A catch pan will be mounted around the BOP to catch any mud that falls through the rotary table preventing any spillage and source of odor. Page 6 of 7 5. The storage of excess drilling fluids (fluids not being used in the active mud system) will be in enclosed, upright tanks. 6. Odor neutralizer will be used in the active mud system for management of odors within 24 hours of receipt of a complaint. Completions Operations 1. Completion operations will be conducted remotely from the Youberg RU 44-7 Pad (Location ID: 439173). The RU 44-7 pad is located in a remote area of Garfield County, Colorado, more than 1- mile from the nearest Residential Building. 2. Produced water used for frac water will be treated with Sodium Hypochlorite. Sodium Hypochlorite (NaOCL), commonly referred to as biocide or bleach, will be used for bacterial and microbial control, as well as odor prevention and neutralization. TEP will utilize alternative chemicals if needed to effectively treat various microbials that can develop in produced water. Flowback Operations 1. All hydrocarbons and produced water recovered will be contained within piping, 4-phase separators, and sealed tanks ensuring all odors are contained. Separated gas will be sent to a gas sales line or high efficiency combustor. 2. In compliance with the Air Pollution Control Division Regulation No. 7, flowback tanks containing hydrocarbon vapors will be fully enclosed with hatches sealed. All vapor present in tanks will be routed to a high efficiency combustor with at least a 98% design destruction efficiency. All produced water from enclosed flowback tanks will be pumped off-location into a pipeline. 3. Odor neutralizer will be added to produced water during flowback for management of odors within 24 hours of receipt of a complaint. Production Operations 1. Produced water will be transported via pipeline to a centralized tank battery on the Youberg SR 43-12 pad eliminating the need for produced water storage tanks on the oil and gas location and a potential odor source. 2. Hydrocarbon odors from production facilities will be minimized by keeping produced fluid hydrocarbons and natural gas contained within pipes, separators, tanks, and combustors; oil and gas facilities and equipment shall be operated in such a manner that odors and dust do not constitute a nuisance or hazard to public welfare. 3. All tanks will be sealed with thief hatches and gaskets. Tank vapors are controlled with properly sized piping and combustors. MINIMIZING ODORS OUTSIDE OF O&G LOCATION – RULE 426.b Rule 426.b: Operators will conduct all Oil and Gas Operations at all Oil and Gas Facilities in a manner that minimizes odors outside the boundaries of the Oil and Gas Location. As described above, operations on the South Leverich 13-09 pad will be conducted in a manner that eliminates or minimizes odors outside the boundary of the Oil and Gas Location through the implementation of appropriate Best Management Practices. These Best Management Practices outlined above will be utilized during drilling, completion, flowback, and production operations to minimize the Page 7 of 7 potential for odors that may propagate outside the Oil and Gas Location. TEP does not anticipate any odor related impacts to Residential Building Units in the vicinity of the Oil and Gas Location. CURRENT AND APPROPRIATE BMPs TO MINIMIZE ODORS– RULE 426.c Rule 426.c: In areas within 2,000 feet of a Building Unit or Designated Outside Activity Area, Operators will use current and appropriate Best Management Practices to minimize odors. As mentioned above the South Leverich 13-09 pad is located within 2,000 feet of a Residential Building Unit. There are no Designated Outside Activity Areas within the vicinity of the Oil and Gas Location. The Operational Compliance Methods and Best Management Practices described above provide a comprehensive summary of currently available and appropriate methods to minimize or mitigate potential impacts to Residential Building Unit owners within 2,000 feet of the Oil and Gas Location. TEP does not anticipate any odor related impacts to Residential Building Units in the vicinity of the Oil and Gas Location. COMPLAINT SYSTEM AND RESPONSE – RULE 426.d Rule 426.d.(1): Upon Director request, the Operator(s) of the Oil and Gas Facility or Facilities subject to the complaint will provide within 24 hours the Director, the Relevant or Proximate Local Government, and the complainant (should the complainant request notification) with a complete description of all activities occurring at the facility during the timeframe specified in the complaint. Upon request by the Director, TEP will evaluate activities at the subject Oil and Gas Location or Facility subject to the complaint and provide the Director with a description of all activities occurring at the facility and those activities that may have contributed to the odor complaint. The response to the Director will be provide within 24 hours of receipt of the request. Rule 426.d.(2): The Director may require the Operator(s) of the Oil and Gas Facility or Facilities subject to the complaint to take necessary and reasonable actions to reduce odors, including, but not limited to, conducting air sampling to measure volatile organic compounds. If a complaint is received and the subject Oil and Gas Location was determined to be cause for the complaint, TEP will consult with the Director on reasonable actions to reduce odors at this Oil and Gas Location. Actions may include air sampling to measure volatile organic compounds, application of odor neutralizers, removal or reduction of stored fluids or chemicals, and others. CUMULATIVE ODOR IMPACTS – RULE 426.e Rule 426.e: The Commission or Director may require Operators to adopt additional Best Management Practices as conditions of approval or through guidance to minimize odors in areas with high concentrations of oil and gas activities that may expose one or more Building Units or Designated Outside Activity Areas to odors from oil and gas sources. TEP does not anticipate any odor related impacts to nearby Building Units; however, TEP will take immediate action if a complaint is received either from the Director or directly from the complainant to evaluate potential sources of the odor and implement measures to minimize or mitigate odor impacts. TEP will evaluate and implement (if appropriate) any additional Best Management Practice required by Commission or Director if deemed necessary for the protection of public health, safety, welfare, the environment, and wildlife resources. Dust Mitigation Plan – 304.c.(5) South Leverich 13-09 Oil and Gas Location Loc ID #335045 July 2022 Table of Contents TER Page 2 of 4 INTRODUCTION TEP Rocky Mountain LLC (“TEP”) has developed the following dust mitigation plan, which describes the methods TEP may use to minimize and / or mitigate fugitive dust generated from the development of proposed wells on the South Leverich 13-09 pad. Fugitive dust is typically created during construction activities and from vehicular traffic on dirt or gravel roads. Additionally, fugitive dust can be propagated from the well pad and gravel roads during high wind events. Application of dust control measures, as described below, minimizes the potential for adverse impacts from fugitive dust generated during development. This dust mitigation plan is being submitted as required by COGCC Rule 304.c.(5) and based on the requirements outlined in COGCC Rule 427. WELL SITE LOCATION AND ACCESS The existing South Leverich 13-09 pad is located in Lot 3 & 4 of Section 13, Township 7 South, Range 94 West, 6th P.M., within Garfield County, Colorado, on private property owned by Gordman Leverich, LLP. The land on which the pad is located is classified as non-crop land, rangeland, and recreation, and is primarily used for grazing cattle. The South Leverich 13-09 Oil and Gas Development Plan (“OGDP”) involves reconstruction of the South Leverich 13-09 pad, construction of a new pipeline corridor for natural gas transportation, and utilization of other existing facilities to support well completion and production operations. The existing South Leverich 13-09 pad would be reconstructed to a 6.43-acre footprint to support development of the twenty- one (21) proposed natural gas wells. The pad would have a constructed pad elevation of 8,007.1 feet. The long-term disturbance of the South Leverich 13-09 pad following interim reclamation would be 1.74- acres. The South Leverich 13-09 pad is currently accessed via Garfield County Road 317 and an existing lease road. Approximately 24,135 feet, or 4.57 miles, of Garfield County Road 317 is an improved gravel road which is maintained by Garfield County Road and Bridge. The existing lease road from County Road 317 to the South Leverich 13-09 Pad is also an improved gravel road and is approximately 3,432 feet, or 0.65 miles, in length. The existing lease road is currently utilized to access other existing Oil and Gas Locations within the Beaver Creek Area. Please see the Access Road Map attached to the Form 2A for a depiction of the existing access route. DUST MITIGATION TEP will employ several methods to minimize and / or mitigate fugitive dust during construction, drilling, completion, and production operations associated with development of the proposed wells on the South Leverich 13-09 pad. TEP has notified Garfield County Road and Bridge of the proposed development plan for the South Leverich 13-09 pad and will continue to coordinate with Garfield County on seasonal maintenance actions for the graveled section of County Road 317. Maintenance action may include spot graveling, application of magnesium chloride (MgCl2), and / or application of fresh water to suppress dust during proposed operations on the South Leverich 13-09 pad. The existing lease road from County Road 317 to the South Leverich 13-09 pad will be maintained by TEP in a manner that minimizes fugitive dust during all phases of development. The following describes the existing surface conditions, the anticipated usage of the existing road, and the mitigation measures proposed to minimize and / or mitigate fugitive dust. Page 3 of 4 1. Soil Types: Soils in the project area are described in Table 1, Soil Types within Project Area. Please see the Natural Resources Conservation Service (“NRCS”) Map Unit Description attached to the Form 2A for each of the soil types listed below for more details on the soil within the project area. Table 1, Soil Types within Project Area Map Unit Soil Series Additional Information Project Components 45 Morval-Tridell complex, 6 to 25 percent slopes Alluvial fans, mesas; Reworked alluvium derived from sandstone and/or reworked alluvium derived from basalt South Leverich 13-09 Pad Proposed Pipeline Corridor and Existing Access Road 16 Cimarron loam, 2 to 12 percent slopes Valleys, drainageways; Alluvium derived from basalt South Leverich 13-09 Pad Proposed Pipeline Corridor and Existing Access Road 333B Fughes-Godding families complex, 5 to 40 percent slopes Mountain slopes; Colluvium and/or slope alluvium derived from sandstone and shale Proposed Pipeline Corridor 2. Speed Limits: The speed limit for the existing access road to the South Leverich 13-09 pad is twenty-five (25) miles per hour. TEP has implemented speed restrictions for all lease roads and requires that all TEP employees and contractors adhere to these posted speed restrictions. 3. Total Soil Disturbance: The total project disturbance of the South Leverich 13-09 OGDP is approximately 6.43 acres. Please see the Plan of Development attached to the Form 2A for a detailed breakdown of the project disturbance by project component. 4. Paved Access: The existing access roads to the South Leverich pad are not and will not be paved. 5. Anticipated Truck Trips: During each phase of development TEP or contractors will utilize semi- trucks to haul heavy equipment to the location and will utilize heavy duty pickup trucks to transport personnel and other lightweight materials to the oil and gas location. Please see Table 2, Anticipated Truck Trips, for a breakdown of the anticipated truck trips. Table 2, Anticipated Truck Trips Development Phase Number of Semi- Trucks Number of Pickup Trucks Total Truck Trips Construction 159 240 399 Drilling 1,119 1,210 2,329 Completion 1,394 152 1,546 Interim Reclaim 17 60 77 Production1 104 350 454 Total 2,793 2,012 4,805 1Production truck trips are based on a one-year estimate. Truck trips will decrease over the life of the wells based on well performance. 6. Fugitive Dust Suppression During Windy Conditions: During dry and windy weather conditions the following dust suppression methods will be utilized: a. During wind event in excess of 13 miles per hour, TEP construction contractors will apply fresh water from an approved fresh water source to the disturbance area of the pad, road, or pipeline corridor to minimize or mitigate propagation of fugitive dust. Accessibility and worker safety will be considered prior to application. Page 4 of 4 b. During sustained high wind event over 20 miles per hour, TEP construction contractors may temporarily suspend work to minimize the potential for migration of fugitive dust, ensure worker safety, and to minimize impacts to public health, safety, welfare, the environment, and wildlife. 7. Best Management Practices: The following Best Management Practices will be utilized during development of the South Leverich 13-09 Oil and Gas Location to minimize or mitigate fugitive dust: a. Pad / Road Construction: Fresh water will be periodically applied to disturbance areas during construction to minimize fugitive dust. b. Construction During High Wind: Construction contractor will monitor wind conditions during site construction. Contractor will apply freshwater to dry soils during high wind conditions when safe and feasible to do so. During sustained high wind events in excess of 20 miles per hour, contractor will evaluate site conditions and may temporarily suspend ground disturbance activities to minimize fugitive dust. c. Road Surfacing: The existing lease road will be spot graveled during site construction to ensure there is sufficient gravel on the road to minimize fugitive dust. d. Speed Restrictions: TEP has implemented speed restrictions on all lease roads and requires all TEP employees and contractors to adhere to all posted speed restrictions. e. Road Maintenance: During long-term production operations, TEP will conduct annual inspections of the existing road and will perform maintenance actions as necessary to ensure road integrity and minimize fugitive dust. Road maintenance actions may include, but not limited to, regrading, spot graveling, storm water control maintenance, and application of magnesium chloride (MgCl2) and / or fresh water. f. Site Visitation: TEP will utilize telemetry equipment to minimize well site visitation, when possible, to reduce fugitive dust from vehicles traveling the dirt / gravel roads. g. Wildlife - Cutthroat Trout Habitat: If feasible, dust suppression in proximity to Beaver Creek shall utilize potable water from a nearby source instead of raw water to avoid the spread of disease organisms and aquatic nuisance species. kimley-horn.com 4582 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 July 6, 2022 Mr. Jim Brzostowicz, P.E. Principal Civil Resources, LLC Suite 200 Firestone, Colorado 80504 Re: South Leverich 13-09 Pad Traffic Study Garfield County, Colorado Dear Mr. Brzostowicz, This letter documents the results of a traffic study including trip generation, trip distribution, traffic assignment, and intersection analysis for the proposed South Leverich 13-09 Pad located off Beaver Creek Road in Garfield County, Colorado. A vicinity map is attached in Figure 1. A conceptual site plan with the project location and recommended haul route map is attached. The South Leverich 13-09 Pad is an existing oil and gas location that currently operates four (4) existing gas wells. The South Leverich 13-09 Pad is proposed to develop 21 additional natural gas wells. Duration of construction activity for the gas wells are all follows: •Construction: 60 days •Drilling: 121 Days •Completions: 210 Days •Interim Reclamation: 30 Days •Production Operations: 365 Days Construction is planned to begin in November 2022 and have an end of first year of production operations in December of 2024. The peak construction traffic activity is anticipated to occur during the Drilling and Completion phases, which will occur in year 2023 (construction timeframe for each activity is attached for reference). The lifespan of the gas well is 30 years but is not anticipated to generate significant trips outside of the construction activity within the first two years of starting construction. Therefore, analysis was conducted for the 2023 year during the peak construction activity. The purpose of this traffic study is to identify project traffic generation characteristics to determine potential project traffic related impacts on the local street system and to develop the necessary mitigation measures required for the identified traffic impacts. The following intersections were incorporated into this traffic study in accordance with Garfield County standards and requirements: •Airport Road and Megan Avenue •Last Chance Drive (CR-332) and Garden Lane •Village Drive and Rifle Rulison Road (CR-320) •Taughenbaugh Mesa Road (CR-321) and Rifle Rulison Road (CR-320) •Rifle Rulison Road (CR-320) and Beaver Creek Road (CR-317) Regional access to South Leverich 13-09 Pad will be provided by Interstate 70 (I-70). Primary access will be provided by Rifle-Rulison Road (CR-320). Direct access will be provided along Beaver Creek Road along a private access roadway. EXISTING ROADWAY NETWORK Airport Road extends east-west with two through lanes in each direction and a center lane marked as a two-way left-turn lane. The posted speed limit is 35 mile per hour. Table of Contents Kimley >>> Horn South Leverich 13-09 Pad 096548012 Page 2 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 Megan Avenue runs north-south with one through lane in each direction. Megan Avenue extends from Airport Road to Last Chance Drive. Last Chance Drive (CR-332) extends east-west with one through lane in each direction and a posted speed limit of 20 miles per hour. Last Chance Drive (CR-332) orients into Rifle-Rulison Road (CR-320), west of Garden Lane. Rifle-Rulison Road (CR-320) extends mostly in the north-south direction with some intersections oriented with Rifle-Rulison Road (CR-320) as the east-west roadway. Rifle-Rulison Road (CR-320) provides one through lane in each direction with no exclusive turn lanes being provided at any intersections. It has a posted speed limit of 35 miles per hour. Beaver Creek Road (CR-317) extends in the north-south direction, southwest of Rifle-Rulison Road (CR-320). Beaver Creek Road (CR-317) provides one through lane in each direction with a posted speed limit of 35 miles per hour. The signalized intersection of Airport Road and Megan Avenue operates with permissive-only left turn phasing on all four approaches. The eastbound and westbound approaches provide a left turn lane within the two-way left-turn lane and two through lanes with the outside lane being a shared through/right. The northbound and southbound approaches provide a shared left turn/through lane and a right turn lane. An aerial photo that illustrates the existing intersection configuration is below (north is up – typical). Airport Road & Megan Avenue Kimley >>> Horn South Leverich 13-09 Pad 096548012 Page 3 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 The intersection of Last Chance Drive (CR-332) and Garden Lane operates with stop control on the westbound Last Chance Drive (CR-332) approach. All three approaches provide a single lane shared for all movements. For the analysis, Garden Lane/Rifle-Rulison Road was analyzed as the north-south street. An aerial photo that illustrates the existing intersection configuration is below. Last Chance Drive (CR-332) & Garden Lane Kimley >>> Horn South Leverich 13-09 Pad 096548012 Page 4 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 The intersection of Village Drive and Rifle-Rulison Road (CR-320) operates with stop control on the eastbound Village Drive approach. All three approaches provide a single lane shared with all movements. An aerial photo that illustrates the existing intersection configuration is below. Village Drive & Rifle-Rulison Road (CR-320) Kimley >>> Horn South Leverich 13-09 Pad 096548012 Page 5 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 The intersection of Taughenbaugh Mesa Road (CR-321) and Rifle-Rulison Road (CR-320) operates with stop control on the southbound Taughenbaugh Mesa Road (CR-321) approach. All three approaches provide a single lane shared with all movements. For the analysis, Rifle-Rulison Road (CR- 320) was analyzed as the east-west street, even though it curves almost 180 degrees through this intersection with Taughenbaugh Mesa Road (CR-321). An aerial photo that illustrates the existing intersection configuration is below. Rifle-Rulison Road (CR-320) & Taughenbaugh Mesa Road (CR-321) Kimley >>> Horn South Leverich 13-09 Pad 096548012 Page 6 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 The intersection of Rifle-Rulison Road (CR-320) and Beaver Creek Road (CR-317) operates with stop control on the northbound Beaver Creek Road (CR-317) approach. All three approaches provide a single lane shared with all movements. For the analysis, Rifle-Rulison Road (CR-320) was analyzed as the east-west street. An aerial photo that illustrates the existing intersection configuration is below. Rifle-Rulison Road (CR-320) & Beaver Creek Road (CR-317) The intersection lane configuration and control for this study area intersection is shown in attached Figure 2. EXISTING AND FUTURE TRAFFIC VOLUMES Existing weekday morning and afternoon peak hour counts were conducted at the key intersections on Tuesday, February 8, 2022. The counts were conducted during the morning and afternoon peak hours of adjacent street traffic in 15-minute intervals from 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM on this count date. The existing intersection traffic volumes are also shown in attached Figure 3 with count sheets attached. A conservative one (1) percent annual growth rate was used to calculate the short-term 2023 traffic projections from the existing counts. Growth is not anticipated to be significant along these roadways. In addition, the Honea 19-05 pad and WMC 24-17 pad are proposed to be constructed and built during the same time as the South Leverich 13-09 pad. Therefore, traffic volumes from these two other projects were included in the background traffic projection volumes. The background 2023 traffic volumes are shown in attached Figure 4. Kimley >>> Horn South Leverich 13-09 Pad 096548012 Page 7 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 TRIP GENERATION Site-generated traffic estimates are determined through a process known as trip generation. Rates and equations are applied to the proposed land use to estimate traffic generated by the development during a specific time interval. Trip generation was developed based on user provided information. As stated previously, the peak construction traffic activity occurs during the Drilling and Completion phases. These two phases operate 24 hours a day. Therefore, the employees in passenger vehicles/pickup trucks were assumed to arrive in two shifts with these beginning and ending in the studied morning and afternoon peak hours to provide a conservative analysis. The trucks are anticipated to be uniformly distributed throughout the day. The following Table 1 summarizes the estimated peak trip generation for the development (calculations attached). Table 1 – South Leverich 13-09 Pad Peak Traffic Generation Use Weekday Peak Vehicles Trips Daily AM Peak Hour PM Peak Hour In Out Total In Out Total Passenger Vehicles 22 6 5 11 5 6 11 Trucks 34 1 1 2 1 1 2 Total Trips 56 7 6 13 6 7 13 As shown in the table, South Leverich 13-09 Pad is anticipated to generate approximately 56 weekday daily trips, with 13 of these trips occurring during each of the morning and afternoon peak hours. TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT The distribution of traffic is a means to quantify the percentage of site-generated traffic that approaches the site from a given direction and departs the site back to the original source. It is anticipated that most, if not all, traffic will be to and from the north where the Town of Rifle and access to I-70 are located. The truck route map is attached for reference. Figure 5 illustrates the trip distribution. Figure 6 illustrates the traffic assignment for this project by multiplying the project trip generation shown in Table 1 with the trip distribution shown in Figure 6. TOTAL (BACKGROUND PLUS PROJECT) TRAFFIC Site traffic volumes were added to the background volumes to represent estimated total traffic conditions for the 2023 horizon. These total traffic volumes for the study area are illustrated for the 2023 horizon in Figure 7. TRAFFIC OPERATIONS ANALYSIS METHODOLOGY Kimley-Horn’s analysis of traffic operations in the site vicinity was conducted to determine potential capacity deficiencies at the project key intersections for the 2023 peak construction year. The acknowledged source for determining overall capacity is the Highway Capacity Manual1. Capacity analysis results are listed in terms of Level of Service (LOS). LOS is a qualitative term describing operating conditions a driver will experience while traveling on a particular street or highway during a specific time interval. It ranges from A (very little delay) to F (long delays and congestion). For intersections and roadways, standard traffic engineering practice recommends LOS D as the minimum 1 Transportation Research Board, Highway Capacity Manual, Sixth Edition, Washington DC, 2016. Kimley >>> Horn South Leverich 13-09 Pad 096548012 Page 8 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 threshold for acceptable operations for intersections and LOS E for movements. Table 1 below shows the definition of level of service for signalized and unsignalized intersections. Table 1 - Level of Service Definitions Level of Service Signalized Intersection Average Total Delay (sec/veh) Unsignalized Intersection Average Total Delay (sec/veh) A ≤ 10 ≤ 10 B > 10 and ≤ 20 > 10 and ≤ 15 C > 20 and ≤ 35 > 15 and ≤ 25 D > 35 and ≤ 55 > 25 and ≤ 35 E > 55 and ≤ 80 > 35 and ≤ 50 F > 80 > 50 Transportation Research Board, Highway Capacity Manual, Sixth Edition, Washington DC, 2016. Study area intersections were analyzed based on average total delay analysis for signalized and unsignalized intersections. Under the unsignalized analysis, the LOS for a two-way stop-controlled intersection is determined by the computed or measured control delay and is defined for each minor movement. LOS for a two-way stop-controlled intersection is not defined for the intersection as a whole. LOS for signalized intersections is defined for the overall intersection, while roundabouts and all-way stop controlled intersections are defined for each approach and for the overall intersection. Calculations for the level of service at the key intersections identified for the study are attached. The traffic analysis is based on the lane geometry and intersection control shown in Figure 2. The peak hour factor and percent heavy vehicles were used as determined by the existing turning movement counts. Synchro traffic analysis software was used to analyze the study area key intersection drives for level of service. The Synchro Highway Capacity Manual (HCM) methodology reports were used to analyze intersection delay and level of service. Airport Road and Megan Avenue The signalized intersection of Airport Road and Megan Avenue operates with permissive-only left turn phasing on all four approaches. The intersection currently operates acceptably at LOS C during both peak hours. With the existing lane configurations and the addition of project traffic, the intersection is expected to operate acceptably at LOS C during the morning peak hour and LOS D during the afternoon peak hour with peak construction activity in 2023. Therefore, no improvements or modifications are anticipated to be needed at this intersection based on the addition of project traffic. Table 2 provides the results of the level of service at this intersection. Table 2 – Airport Road & Megan Avenue LOS Results Scenario AM Peak Hour PM Peak Hour Delay (sec/veh) LOS Delay (sec/veh) LOS 2022 Existing 20.4 C 31.0 C 2023 Background Plus Project 20.2 C 32.9 C 2023 Background Plus Project 20.0 C 37.6 D Kimley >>> Horn South Leverich 13-09 Pad 096548012 Page 9 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 Last Chance Drive (CR-332) and Garden Lane The intersection of Last Chance Drive (CR-332) and Garden Lane operates with stop control on the westbound Last Chance Drive (CR-332) approach. The movements at this intersection currently operate acceptably at LOS A during both peak hours. With the existing lane configurations and the addition of project traffic, the movements at this intersection are expected to operate acceptably at LOS A during both peak hours. Therefore, no improvements or modifications are anticipated to be needed at this intersection based on the addition of project traffic. Table 3 provides the results of the level of service at this intersection. Table 3 – Last Chance Drive (CR-332) & Garden Lane LOS Results Scenario AM Peak Hour PM Peak Hour Delay (sec/veh) LOS Delay (sec/veh) LOS 2022 Existing Westbound Approach Southbound Left 9.4 7.6 A A 9.0 7.3 A A 2023 Background Plus Project Westbound Approach Southbound Left 9.6 7.6 A A 9.1 7.3 A A 2023 Background Plus Project Westbound Approach Southbound Left 9.8 7.6 A A 9.1 7.3 A A Village Drive and Rifle-Rulison Road (CR-320) The intersection of Village Drive and Rifle-Rulison Road (CR-320) operates with stop control on the eastbound Village Drive approach. The movements at this intersection currently operate acceptably at LOS A during both peak hours. With the existing lane configurations and the addition of project traffic, the movements at this intersection are expected to operate acceptably at LOS A during both peak hours. Therefore, no improvements or modifications are anticipated to be needed at this intersection based on the addition of project traffic. Table 4 provides the results of the level of service at this intersection. Table 4 – Village Drive & Rifle-Rulison Road (CR-320) LOS Results Scenario AM Peak Hour PM Peak Hour Delay (sec/veh) LOS Delay (sec/veh) LOS 2022 Existing Northbound Left Eastbound Approach 0.0 9.2 A A 7.4 9.1 A A 2023 Background Plus Project Northbound Left Eastbound Approach 0.0 9.2 A A 7.4 9.1 A A 2023 Background Plus Project Northbound Left Eastbound Approach 0.0 9.3 A A 7.4 9.1 A A Kimley >>> Horn South Leverich 13-09 Pad 096548012 Page 10 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 Taughenbaugh Mesa Road (CR-321) and Rifle-Rulison Road (CR-320) The intersection of Taughenbaugh Mesa Road (CR-321) and Rifle-Rulison Road (CR-320) operates with stop control on the southbound Taughenbaugh Mesa Road (CR-321) approach. The movements at this intersection currently operate acceptably at LOS A during both peak hours. With the existing lane configurations and the addition of project traffic, the movements at this intersection are expected to operate acceptably at LOS A during both peak hours. Therefore, no improvements or modifications are anticipated to be needed at this intersection based on the addition of project traffic. Table 5 provides the results of the level of service at this intersection. Table 5 – Taughenbaugh Mesa Road (CR-321) & Rifle-Rulison Road (CR-320) LOS Results Scenario AM Peak Hour PM Peak Hour Delay (sec/veh) LOS Delay (sec/veh) LOS 2022 Existing Eastbound Left Southbound Approach 0.0 9.2 A A 0.0 8.8 A A 2023 Background Plus Project Eastbound Left Southbound Approach 0.0 9.2 A A 0.0 8.9 A A 2023 Background Plus Project Eastbound Left Southbound Approach 0.0 9.1 A A 0.0 9.0 A A Rifle-Rulison Road (CR-320) and Beaver Creek Road (CR-317) The intersection of Rifle-Rulison Road (CR-320) and Beaver Creek Road (CR-317) operates with stop control on the northbound Beaver Creek Road (CR-317) approach. The movements at this intersection currently operate acceptably at LOS A during both peak hours. With the existing lane configurations and the addition of project traffic, the movements at this intersection are expected to operate acceptably at LOS A during both peak hours. Therefore, no improvements or modifications are anticipated to be needed at this intersection based on the addition of project traffic. Table 6 provides the results of the level of service at this intersection. Table 6 – Rifle-Rulison Road (CR-320) and Beaver Creek Road (CR-317) LOS Results Scenario AM Peak Hour PM Peak Hour Delay (sec/veh) LOS Delay (sec/veh) LOS 2022 Existing Northbound Approach Westbound Left 8.6 7.5 A A 8.4 7.3 A A 2023 Background Plus Project Northbound Approach Westbound Left 8.6 7.5 A A 8.4 7.3 A A 2023 Background Plus Project Northbound Approach Westbound Left 8.6 7.5 A A 8.5 7.3 A A Kimley >>> Horn South Leverich 13-09 Pad 096548012 Page 11 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 CONCLUSIONS AND RECOMMENDATIONS Based on the traffic analysis presented in this report, Kimley-Horn and Associates, Inc. believes traffic volumes from the addition of the South Leverich 13-09 Pad will be successfully incorporated into the existing roadway network. No improvements or recommendations are anticipated to be needed at the study intersections for acceptable traffic operations to be maintained during the peak construction period of South Leverich 13-09 Pad. If you have any questions or require anything further, please feel free to call me at (303) 228-2304. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Curtis D. Rowe, P.E., PTOE Vice President 07/06/2022 Kimley >>> Horn Figures 22(120)0(2)13(33)2(33)0(3)0(5)3(26) 398(476) 138(27) 0(20) 204(548) 24(16)82(33)5(2)33(73)1(4)4(5) 4(8)0(1)43(20)15(33)15(41)34(13) 0(1)7(2)33(12) 1(8) 13(39)1(0)6(5)21(7) 2(0) 5(25) 6(6) SOUTH LEVERICH 13-09 PAD Tuesday, February 8, 2022 7: 30 to 8: 30AM ( 4: 45 to 5: 45PM) CD 0 i:i I "' CJ ~ RIFLE-RULISON ------3> Tuesday, February 8, 2022 7: 00 to 8: 00AM (5: 00 to 6: 00PM) 0 ® ~ <E-- RIFLE-RULISON ------3> ~ ~ Nc::=,A""TI--I NTS 096548012 Tuesday, February 8, 2022 7:00 to 8:00AM (4:45 to 5:45PM) 0 J l <E-- ~ ~ ( Tuesday, February 8, 2022 Tuesday, February 8, 2022 7: 00 to 8: 00AM ( 4: 30 to 5: 30PM) 7: 00 to 8: 0OAM ( 4: 30 to 5: 30PM) LEGEND 0 Study Area Key Intersection XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes IXX,XOOI Estimated Daily Traffic Volume GARFIELD COUNTY, COLORADO FIGURE 3 2022 EXISTING TRAFFIC VOLUMES ........_-----------------------------Kimley >>>Horn ....._...... 24(126)0(2)13(34)2(33)0(3)0(5)3(26) 402(481) 144(29) 0(20) 206(553) 25(16)83(33)7(7)33(74)1(4)4(5) 9(10)0(1)45(25)15(33)20(43)34(13) 0(1)7(2)35(17) 1(8) 18(41)1(0)8(10)21(7) 2(0) 5(25) 11(8) CD ( 0 3 ~ ~ !~ J l ~ <':--l ~ ~ ~ DR 1 1 ___;;;I \ 1 1 ------c> ~ AIRPORT RD & MEGAN AVE. ) ( LAST CHANCE DR & GARDEN LN) 0 i:i ® I "' CJ ~ ~ <':-- RIFLE-RULISON RIFLE-RULISON ------c> 0 ( <':-- ~ ------c> \ r ~ J l ___;;;I \ 1' ~ VILLAGE DR & CR-320 ~ Nc::=,A""TI--I NTS 096548012 ) C CR-320 & CR-321 ) ..__ ______ _ (.._ __ c_R-_32_o_&_c_R-_J1_1 __ ) LEGEND 0 Study Area Key Intersection XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes IXX,XOOI Estimated Daily Traffic Volume SOUTH LEVERICH 13-09 PAD FIGURE 4 GARFIELD COUNTY, COLORADO ~20::2:3..:a:.:A~cK~G~R~o~uN~D~TR:_:A:FF~1c:_:v~oL~u:M~Es:_ ______________________ 1 Kimley >>> Horn .__.,, [90%][10%]90% 10%[100%]100%[100%]100%[100%] 100%[100%]100% 0 CD 3 ~ ~ !~ J l ~ <':--l ~ ~ ~ ___;;;I \ 1 1 1 1 ------c> ~ ( AIRPORT RD & MEGAN AVE. ) ( LAST CHANCE DR & GARDEN LN ) 0 i:i ® I "' CJ ~ ~ <':-- RIFLE-RULISON RIFLE-RULISON ------c> C CR-320 & CR-321 ) .__ _____ _ ------c> ~ 0 ( <':-- ~ \ r J l ___;;;I \ r ~ VILLAGE DR & CR-320 LEGEND ~ Nc::=,A""TI--I NTS 096548012 ) 0 study Area Key Intersection XX% External Trip Distribution Percentage .. ., Entering[Exiting] SOUTH LEVERICH 13-09 PAD FIGURE 5 GARFIELD COUNTY, COLORADO XX%[XX%] Trip Distribution Percentage ~P:R~o~JE~c~T~T:R1:_P ~D~1s~TR~1a~u~T~10:_N --------------------------, Kimley >>>Horn Ii--.,, 1(11)0(1)11(1) 1(0)1(12)12(1)1(12)12(1)1(12) 12(1)1(12)12(1) CD 0 ( AIRPORT RD &: MEGAN A Ve. ( LAST CHANCE DR&: GARDEN LN) 0 C CR-320 &: CR-321 ..__ ______ _ ( 0 ( VILLAGE DR &: CR-320 CR-320 &: CR-317 LEGEND ~ Nc::=,A""TI--I NTS 096548012 0 Study Area Key Intersection XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes IXX,XOOI Estimated Daily Traffic Volume SOUTH LEVERICH 13-09 PAD FIGURE 6 GARFIELD COUNTY, COLORADO ~PR:::o~JE~c~T~T_:R:AF~F~1c_.;.A~s~s~1c:NM:E~N~T-------------------------, Kimley >>>Horn .__.,, 25(137)0(2)13(35)2(33)0(3)0(5)3(26) 402(481) 155(30) 0(20) 206(553) 26(16)83(33)8(19)33(74)1(4)4(5) 21(11)0(1)46(37)15(33)32(44)34(13) 0(1)7(2)36(29) 1(8) 30(42)1(0)9(22)21(7) 2(0) 5(25) 23(9) CD ( 0 3 ~ ~ !~ J l ~ <':--l ~ ~ ~ DR 1 1 ___;;;I \ 1 1 ------c> ~ AIRPORT RD & MEGAN AVE. ) ( LAST CHANCE DR & GARDEN LN) 0 i:i ® I "' CJ ~ ~ <':-- RIFLE-RULISON RIFLE-RULISON ------c> 0 ( <':-- ~ ------c> \ r ~ J l ___;;;I \ 1' ~ VILLAGE DR & CR-320 ~ Nc::=,A""TI--I NTS 096548012 ) C CR-320 & CR-321 ) ..__ ______ _ (.._ __ c_R-_32_o_&_c_R-_J1_1 __ ) LEGEND 0 Study Area Key Intersection XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes IXX,XOOI Estimated Daily Traffic Volume SOUTH LEVERICH 13-09 PAD FIGURE 7 GARFIELD COUNTY, COLORADO ~20::2.::.3~T:0T~A~L~T:R_:AF~F~1c~v:o~Lu~M:E~s-------------------------, Kimley >>>Horn .__.,, Intersection Count Sheets www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 0 0 0 1 0 0 0 2 10000100 0 1 Peak Hour 9 22 2 1 34 0 0 0 0 0 0 1 0Count Total 21 38 7 1 67 0 0 0 00000008:45 AM 4 4 1 0 9 0 0 0 0 0 0 0 8:30 AM 2 3 2 0 7 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 1 3 0 0 4 0 0 0 0 0 0 1 0 0 0 0 8:00 AM 2 5 0 1 8 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 1 8 2 0 11 0 0 0 0 0 0 0 0 0 0 10 0 EB WB NB SB Total East 7:45 AM 5 6 0 0 11 0 0 0 -0%-HV%-33%1%2%- 0 1 7:15 AM 2 4 1 0 7 0 0 0 0 0 0 0 0 West North South 7:00 AM 4 5 1 1 22 0 13 0 0 013802420400 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 15%---50%4%4%10%- Peak Hour All 0 3 398 1 0 49 0 25 0 0 0 0 1 34 02100002 2 804 0 HV 0 1 5 3 0 Count Total 0 4 724 202 1 39 425 0 0 4 1,474 0 166 6960200020545009 0 0 0 162 762 8:45 AM 0 0 89 14 0 0 10 0 4 0 171 804 8:30 AM 0 0 78 15 0 1 54 0 5 0 0 0 00551003 0 0 1 197 801 8:15 AM 0 0 85 22 0 0 8 0 2 0 232 778 8:00 AM 0 0 95 33 0 4 54 0 1 0 0 0 00944002 0 0 1 204 0 7:45 AM 0 3 121 52 0 0 9 0 5 0 168 0 7:30 AM 0 0 97 31 0 6 55 0 1 0 0 0 00365003 0 0 0 174 0 7:15 AM 0 0 79 17 1 0 5 0 5 07:00 AM 0 1 80 18 1 6 57 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start AIRPORT RD AIRPORT RD MEGAN AVE MEGAN AVE 15-min TotalUTLTTHRT Date: 02/08/2022 Peak Hour Count Period: 7:00 AM 9:00 AM SB 50.0%0.50 TOTAL 4.2%0.87 TH RT WB 9.6%0.93 NB 5.7%0.63 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 1.7%0.77 0 0 0 0000000 0 0 0 00 1N MEGAN AVE AIRPORT RD AIRPORT RD MEGAN AVEAIRPORT RD MEGAN AVE804TEV: 0.87PHF:2002300 204 24 228 4110 13022351620138 398 3 539 228 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com ~{ ~ ! 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I 0~ ,_ I ,_ I l www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 0 00000 0 0 0 0 Peak Hour 0 0Count Total 0 000000000 0 0 8:45 AM 0 0 0 0 0 8:30 AM 0000000 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0000 0 0 7:45 AM 0 0 0 0 0 7:30 AM 00000007:15 AM 0 0 0 0 0 0 0 07:00 AM RT 34 0 Interval Start AIRPORT RD AIRPORT RD MEGAN AVE MEGAN AVE 15-min Total Rolling One Hour 0 2 0 0 0 10121000 RTTHLT RTTHLTRT 0 0 1 67 0 Peak Hour 0 1 5 3 0 0 4 0 3 0Count Total 0 1 17 3 0 2 36 9 28000000004001 0 0 0 7 30 8:45 AM 0 0 4 0 0 0 1 0 1 0 4 34 8:30 AM 0 0 2 0 0 0 3 0 0 0 0 0 0003000 0 0 1 8 37 8:15 AM 0 0 1 0 0 0 0 0 0 0 11 39 8:00 AM 0 0 1 1 0 1 4 0 0 0 0 0 0006000 0 0 0 11 0 7:45 AM 0 1 3 1 0 0 0 0 2 0 7 0 7:30 AM 0 0 0 1 0 0 8 0 0 0 0 0 0004001 0 0 0 10 0 7:15 AM 0 0 2 0 0 0 1 0 0 0 TH RT 7:00 AM 0 0 4 0 0 1 4 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start AIRPORT RD AIRPORT RD MEGAN AVE MEGAN AVE 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com I ,_ ,- I ,_ ,- www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 2 0 7 1 4 1 15 120002525 6 0 Peak Hour 7 9 1 1 18 1 1 1 0 0 2 5 4Count Total 14 21 1 1 37 1 0 1 00000005:45 PM 1 1 0 0 2 0 1 0 2 2 0 0 5:30 PM 1 3 0 0 4 0 1 0 0 0 0 0 0 1 2 0 5:15 PM 0 1 0 0 1 0 0 0 0 0 1 5 0 0 0 0 5:00 PM 2 2 0 0 4 1 0 0 0 0 0 0 2 0 0 0 4:30 PM 2 5 0 0 7 0 0 0 0 0 0 0 0 0 0 7 0 EB WB NB SB Total East 4:45 PM 4 3 1 1 9 0 0 0 -0%0%HV%-0%1%4%- 0 0 4:15 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 West North South 4:00 PM 4 3 0 1 120 2 33 0 5 327016548200 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 3%-0%0%3%1%6%1%0% Peak Hour All 0 26 476 27 0 223 4 56 0 0 0 0 1 18 0800001 33 1,309 0 HV 0 0 6 1 0 Count Total 0 47 866 50 0 31 1,056 8 4 62 2,434 0 264 1,2531300010021362015 4 0 4 324 1,309 5:45 PM 0 9 81 5 6 0 26 0 8 0 312 1,305 5:30 PM 0 7 126 6 0 1 136 0 5 0 0 2 11061355016 1 1 8 353 1,270 5:15 PM 0 8 116 8 3 0 41 2 10 0 320 1,181 5:00 PM 0 7 125 6 0 5 144 0 10 0 0 0 10041336037 1 0 6 320 0 4:45 PM 0 4 109 7 4 0 35 1 8 0 277 0 4:30 PM 0 6 93 7 0 5 154 0 6 0 0 1 8021180024 2 0 5 264 0 4:15 PM 0 4 109 5 1 0 29 0 6 04:00 PM 0 2 107 6 0 6 100 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start AIRPORT RD AIRPORT RD MEGAN AVE MEGAN AVE 15-min TotalUTLTTHRT Date: 02/08/2022 Peak Hour Count Period: 4:00 PM 6:00 PM SB 2.4%0.79 TOTAL 1.4%0.93 TH RT WB 1.5%0.96 NB 0.6%0.73 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 1.3%0.95 0 1 0 0000000 1 0 5 02 5N MEGAN AVE AIRPORT RD AIRPORT RD MEGAN AVEAIRPORT RD MEGAN AVE1,309TEV: 0.93PHF:33354148020 548 16 584 5140 33212015546027 476 26 529 701 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com ~{ ~ ! 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I 0~ ,_ I ,_ I l www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 1 0 0 0 0 010 0 1 0 010 0 1 0 0000 0 0 0 00 0 THLT 00000000 0 10 0 0 0 0 0 0 0 0 0 THLT 2000000 2 00000 0 0 0 0 Peak Hour 0 0Count Total 0 200000000 1 2 5:45 PM 0 0 0 0 1 5:30 PM 0000000 1 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 0 04:00 PM RT 18 0 Interval Start AIRPORT RD AIRPORT RD MEGAN AVE MEGAN AVE 15-min Total Rolling One Hour 0 1 0 0 0 1018000 RTTHLT RTTHLTRT 0 0 1 37 0 Peak Hour 0 0 6 1 1 0 0 0 1 0Count Total 0 1 11 2 0 1 19 2 11000000001000 0 0 0 4 18 5:45 PM 0 1 0 0 0 0 0 0 0 0 1 21 5:30 PM 0 0 0 1 0 0 3 0 0 0 0 0 0001000 0 0 0 4 23 5:15 PM 0 0 0 0 0 0 0 0 0 0 9 26 5:00 PM 0 0 2 0 0 0 2 0 1 0 0 0 1012000 0 0 0 7 0 4:45 PM 0 0 4 0 0 0 0 0 0 0 3 0 4:30 PM 0 0 2 0 0 0 5 0 0 0 0 0 0003000 0 0 0 7 0 4:15 PM 0 0 0 0 1 0 0 0 0 0 TH RT 4:00 PM 0 0 3 1 0 0 2 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start AIRPORT RD AIRPORT RD MEGAN AVE MEGAN AVE 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com I ,_ ,- I ,_ ,_ www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 00000000 0 0 Peak Hr 4 2 0 4 10 0 0 0 0 0 0 0 0Count Total 7 5 0 7 19 0 0 0 00000008:45 AM 0 0 0 1 1 0 0 0 0 0 0 0 8:30 AM 3 2 0 1 6 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 3 0 EB WB NB SB Total East 7:45 AM 1 1 0 2 4 0 0 0 ---HV%-4%20%-- 0 0 7:15 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 West North South 7:00 AM 2 1 0 0 0 0 0 0 1 0000440 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total --0%-12%8%-25%25% Peak Hour All 0 82 5 7 0 0 0 0 0 0 0 0 4 10 0110000 33 129 0 HV 0 3 1 0 0 Count Total 0 124 15 0 0 0 7 3 0 63 219 0 20 90000007000100 1 0 8 27 100 8:45 AM 0 10 2 0 2 0 0 0 0 0 23 117 8:30 AM 0 11 5 0 0 0 0 0 0 0 1 0 6001000 0 0 9 20 125 8:15 AM 0 12 3 0 0 0 0 0 0 0 30 129 8:00 AM 0 9 0 0 0 0 2 0 0 0 0 0 13002000 1 0 12 44 0 7:45 AM 0 14 1 0 2 0 0 0 0 0 31 0 7:30 AM 0 28 0 0 0 0 1 0 0 0 0 0 8000100 0 0 0 24 0 7:15 AM 0 22 0 0 1 0 0 0 0 07:00 AM 0 18 4 0 0 0 1 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start RIFLE S RD (CR 332)RIFLE S RD (CR 332)n/a GARDEN LN (CR 320)15-min TotalUTLTTHRT SB 11.8%0.65 TOTAL 7.8%0.73 TH RTUTLTTHRTUTLT WB 25.0%0.67 NB -- Peak Hour: 7:00 AM 8:00 AM HV %:PHF EB 4.6%0.78 Date: 02/08/2022 Peak Hour Count Period: 7:00 AM 9:00 AM 0 0 000 0 0 00 0N GARDEN LN (CR 320) RIFLE S RD (CR 332) RIFLE S RD (CR 332)GARDEN LN (CR 320)RIFLE S RD (CR 332) 129TEV: 0.73PHF:331348604 4 8 60 5 8287 37 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com i.cm{ ~ ! i Jo ~ .J l.U ... ~DD~D~➔~ L ::, ..... ( ( Ji ~! ~ §-~ ) ..J C: ) 0 _ = = 0 ..... I ~ ~ I ;g... ·-➔ ,_ I ,_ I l www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0000000Peak Hour 0 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0 0000000 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 7:00 AM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 10 0 Interval Start RIFLE S RD (CR 332)RIFLE S RD (CR 332)n/a GARDEN LN (CR 320)15-min Total Rolling One HourEastbound 0 0 0 0 0 4001100 2 0 5 19 0 Peak Hour 0 3 1 0 3 0 0 0 0 0Count Total 0 4 3 0 0 0 2 1 9000001000000 1 0 0 6 12 8:45 AM 0 0 0 0 2 0 0 0 0 0 1 8 8:30 AM 0 1 2 0 0 0 0 0 0 0 1 0 0000000 0 0 0 1 8 8:15 AM 0 0 0 0 0 0 0 0 0 0 4 10 8:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 2001000 0 0 1 2 0 7:45 AM 0 1 0 0 0 0 0 0 0 0 1 0 7:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 1000000 0 0 0 3 0 7:15 AM 0 0 0 0 1 0 0 0 0 0 TH RT 7:00 AM 0 1 1 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start RIFLE S RD (CR 332)RIFLE S RD (CR 332)n/a GARDEN LN (CR 320)15-min Total Rolling One HourEastboundWestbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com I ,_ ,_ I ,_ ,- www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 1 0 0 0 1 0 0 2 10000100 1 0 Peak Hr 0 0 0 2 2 0 0 0 0 0 0 1 0Count Total 2 2 0 8 12 0 0 0 00000005:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 5:15 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 2 2 0 0 0 0 0 0 0 0 1 1 2 0 EB WB NB SB Total East 4:45 PM 2 0 0 2 4 0 0 0 ---HV%-0%0%-- 0 0 4:15 PM 0 1 0 1 2 0 0 0 0 0 0 0 0 West North South 4:00 PM 0 1 0 0 0 0 0 0 4 0000850 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total --0%-3%2%-0%0% Peak Hour All 0 33 2 14 0 0 0 0 0 0 0 0 2 2 0000000 73 125 0 HV 0 0 0 0 0 Count Total 0 62 10 0 0 0 20 10 0 132 248 0 34 1250002022002000 1 0 19 36 122 5:45 PM 0 8 0 0 4 0 0 0 0 0 24 118 5:30 PM 0 11 1 0 0 0 0 0 0 0 1 0 13004000 0 0 19 31 120 5:15 PM 0 6 0 0 1 0 0 0 0 0 31 123 5:00 PM 0 8 1 0 0 0 2 0 0 0 1 0 15003100 0 0 17 32 0 4:45 PM 0 8 3 0 3 0 0 0 0 0 26 0 4:30 PM 0 5 2 0 0 0 5 0 0 0 1 0 11001300 4 0 16 34 0 4:15 PM 0 8 2 0 2 0 0 0 0 04:00 PM 0 8 1 0 0 0 3 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start RIFLE S RD (CR 332)RIFLE S RD (CR 332)n/a GARDEN LN (CR 320)15-min TotalUTLTTHRT SB 2.6%0.80 TOTAL 1.6%0.87 TH RTUTLTTHRTUTLT WB 0.0%0.81 NB -- Peak Hour: 5:00 PM 6:00 PM HV %:PHF EB 0.0%0.73 Date: 02/08/2022 Peak Hour Count Period: 4:00 PM 6:00 PM 0 0 000 0 0 00 1N GARDEN LN (CR 320) RIFLE S RD (CR 332) RIFLE S RD (CR 332)GARDEN LN (CR 320)RIFLE S RD (CR 332) 125TEV: 0.87PHF:734773805 8 13 60 2 3335 81 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com i.cm{ ~ ! i Jo ~ .J l.U ... ~DD~D~➔~ L ::, ..... ( ( Ji ~! ~ §-~ ) ..J C: ) 0 _ = = 0 ..... I ~ ~ I ;g... ·-➔ L_ ,_ L_ l www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0000000Peak Hour 0 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0 0000000 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 4:00 PM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 2 0 Interval Start RIFLE S RD (CR 332)RIFLE S RD (CR 332)n/a GARDEN LN (CR 320)15-min Total Rolling One HourEastbound 0 0 0 0 0 2000000 2 0 6 12 0 Peak Hour 0 0 0 0 2 0 0 0 0 0Count Total 0 1 1 0 0 0 0 1 2000001000000 0 0 0 0 5 5:45 PM 0 0 0 0 0 0 0 0 0 0 1 7 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1000000 0 0 0 0 8 5:15 PM 0 0 0 0 0 0 0 0 0 0 4 10 5:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 1000000 0 0 2 2 0 4:45 PM 0 1 1 0 0 0 0 0 0 0 2 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0000100 0 0 1 2 0 4:15 PM 0 0 0 0 1 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start RIFLE S RD (CR 332)RIFLE S RD (CR 332)n/a GARDEN LN (CR 320)15-min Total Rolling One HourEastboundWestbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com L_ ,_ L_ ,_ www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 00000000 0 0 Peak Hr 0 0 0 3 3 0 0 0 0 0 0 0 0Count Total 0 0 3 6 9 0 0 0 00000008:45 AM 0 0 0 1 1 0 0 0 0 0 0 0 8:30 AM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 EB WB NB SB Total East 7:45 AM 0 0 0 2 2 0 0 0 --0%HV%-0%--- 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 West North South 7:00 AM 0 0 0 0 0 43 0 1 0 15000000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total -0%-20%0%3%--- Peak Hour All 0 34 0 0 0 0 64 0 1 0 0 3 0 3 0000000 15 108 0 HV 0 0 0 0 0 Count Total 0 62 0 1 0 0 0 0 36 28 192 0 17 84300034000000 0 5 3 26 91 8:45 AM 0 6 0 1 0 0 0 8 0 0 21 102 8:30 AM 0 10 0 0 0 0 0 4 0 0 0 6 2000000 0 7 4 20 107 8:15 AM 0 9 0 0 0 0 0 6 0 0 24 108 8:00 AM 0 3 0 0 0 0 0 3 0 0 0 6 7000000 0 4 6 37 0 7:45 AM 0 8 0 0 0 0 0 14 0 1 26 0 7:30 AM 0 12 0 0 0 0 0 13 0 0 0 4 2000000 0 1 0 21 0 7:15 AM 0 7 0 0 0 0 0 13 0 07:00 AM 0 7 0 0 0 0 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start VILLAGE DR n/a RIFLE RULISON RD (CR 320)RIFLE RULISON RD (CR 320)15-min TotalUTLTTHRT SB 9.7%0.60 TOTAL 2.8%0.73 TH RTUTLTTHRTUTLT WB -- NB 0.0%0.77 Peak Hour: 7:00 AM 8:00 AM HV %:PHF EB 0.0%0.71 Date: 02/08/2022 Peak Hour Count Period: 7:00 AM 9:00 AM 0 0 00000 00 0N RIFLE RULISON RD (CR 320) VILLAGE DR RIFLE RULISON RD (CR 320)RIFLE RULISON RD (CR 320)VILLAGE DR 108TEV: 0.73PHF:151531781430431500 3434 15 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com ~{ ~ l l Jo . .., l u j~--~--➔ 1' 1' ::, = ~ ( Jo J B ..J = ) = ""'\ ! \/ , fl., t n~-0 ~□□:: ""I l l 0~ ,_ I ,_ I www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0000000Peak Hour 0 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0 0000000 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 7:00 AM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 3 0 Interval Start VILLAGE DR n/a RIFLE RULISON RD (CR 320)RIFLE RULISON RD (CR 320)15-min Total Rolling One HourEastbound 0 0 0 0 3 0000000 0 4 2 9 0 Peak Hour 0 0 0 0 0 0 0 3 0 0Count Total 0 0 0 0 0 0 0 1 6000001000000 0 0 0 3 7 8:45 AM 0 0 0 0 0 0 0 3 0 0 1 5 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0000000 0 0 1 1 4 8:15 AM 0 0 0 0 0 0 0 0 0 0 2 3 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 2 0000000 0 1 0 1 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 TH RT 7:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start VILLAGE DR n/a RIFLE RULISON RD (CR 320)RIFLE RULISON RD (CR 320)15-min Total Rolling One HourEastboundWestbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com I ,_ ,_ I ,_ ,- www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 00000000 0 0 Peak Hr 2 0 0 1 3 0 0 0 0 0 0 0 0Count Total 2 0 0 4 6 0 0 0 00000005:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 EB WB NB SB Total East 4:45 PM 2 0 0 0 2 0 0 0 -0%0%HV%-8%-100%- 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 West North South 4:00 PM 0 0 0 0 1 20 0 0 0 41100000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---0%3%3%--- Peak Hour All 0 13 0 0 0 2 34 0 0 0 0 0 1 3 0000000 33 109 0 HV 0 1 0 1 0 Count Total 0 28 0 1 0 0 0 0 81 67 213 0 28 10920001111000000 0 7 10 28 109 5:45 PM 0 4 0 0 0 0 0 7 0 0 28 107 5:30 PM 0 4 0 0 0 0 0 4 0 0 0 12 11000000 0 9 8 25 98 5:15 PM 0 1 0 0 0 0 1 3 0 0 28 104 5:00 PM 0 4 0 0 0 0 0 6 0 0 0 13 4000000 0 14 6 26 0 4:45 PM 0 4 0 1 0 0 0 4 0 0 19 0 4:30 PM 0 2 0 0 0 0 0 3 0 0 0 4 5000000 0 11 12 31 0 4:15 PM 0 7 0 0 0 0 1 5 0 04:00 PM 0 2 0 0 0 0 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start VILLAGE DR n/a RIFLE RULISON RD (CR 320)RIFLE RULISON RD (CR 320)15-min TotalUTLTTHRT SB 1.4%0.80 TOTAL 2.8%0.97 TH RTUTLTTHRTUTLT WB -- NB 0.0%0.75 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 14.3%0.70 Date: 02/08/2022 Peak Hour Count Period: 4:00 PM 6:00 PM 0 0 00000 00 0N RIFLE RULISON RD (CR 320) VILLAGE DR RIFLE RULISON RD (CR 320)RIFLE RULISON RD (CR 320)VILLAGE DR 109TEV: 0.97PHF:334174330201214201 1314 34 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com ~{ ~ l l Jo . .., l u j~--~--➔ 1' 1' ::, = ~ ( Jo J B ..J = ) = ""'\ ! \/ , fl., t n~-0 ~□□:: ""I l l 0~ T ,_ I www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0000000Peak Hour 0 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0 0000000 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 4:00 PM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 3 0 Interval Start VILLAGE DR n/a RIFLE RULISON RD (CR 320)RIFLE RULISON RD (CR 320)15-min Total Rolling One HourEastbound 0 0 0 0 0 1000000 0 1 3 6 0 Peak Hour 0 1 0 1 0 0 0 0 0 0Count Total 0 1 0 1 0 0 0 1 2000010000000 0 0 0 0 3 5:45 PM 0 0 0 0 0 0 0 0 0 0 1 5 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1000000 0 0 0 0 4 5:15 PM 0 0 0 0 0 0 0 0 0 0 2 4 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 2 2 0 4:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start VILLAGE DR n/a RIFLE RULISON RD (CR 320)RIFLE RULISON RD (CR 320)15-min Total Rolling One HourEastboundWestbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com l ,- I ,- www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 00000000 0 0 Peak Hr 0 0 2 0 2 0 0 0 0 0 0 0 0Count Total 2 0 3 0 5 0 0 0 00000008:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 EB WB NB SB Total East 7:45 AM 0 0 1 0 1 0 0 0 -15%0%HV%---0%- 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 West North South 7:00 AM 0 0 0 0 13 1 0 0 0 73300000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---0%-4%--- Peak Hour All 0 0 0 0 0 30 3 0 0 0 0 0 0 2 0000200 0 54 0 HV 0 0 0 0 0 Count Total 0 0 0 51 0 0 0 0 9 0 93 0 6 39000000000003 0 2 0 11 43 8:45 AM 0 0 0 3 0 0 5 0 0 0 11 46 8:30 AM 0 0 0 4 0 0 0 1 0 0 0 0 0000005 0 0 0 11 51 8:15 AM 0 0 0 5 0 0 4 1 0 0 10 54 8:00 AM 0 0 0 6 0 0 0 1 0 0 0 2 0000006 0 0 0 14 0 7:45 AM 0 0 0 1 0 0 3 0 0 0 16 0 7:30 AM 0 0 0 11 0 0 0 0 0 0 0 2 0000003 0 3 0 14 0 7:15 AM 0 0 0 11 0 0 1 0 0 07:00 AM 0 0 0 10 0 0 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start RIFLE RULISON RD (CR 320)n/a RIFLE RULISON RD (CR 320)TAUGHENBAUGH MESA RD (CR 321)15-min TotalUTLTTHRT SB 0.0%0.58 TOTAL 3.7%0.84 TH RTUTLTTHRTUTLT WB -- NB 14.3%0.50 Peak Hour: 7:00 AM 8:00 AM HV %:PHF EB 0.0%0.75 Date: 02/08/2022 Peak Hour Count Period: 7:00 AM 9:00 AM 0 0 00000 00 0N TAUGHENBAUGH MESA RD (CR 321) RIFLE RULISON RD (CR 320)TAUGHENBAUGH MESA RD (CR 321)RIFLE RULISON RD (CR 320)RIFLE RULISON RD (CR 320) 54TEV: 0.84PHF:077101131440033 033 13 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com ~{ ~ l l Jo . .., l u j~--~--➔ 1' 1' ::, = ~ ( Jo J B ..J = ) = ""'\ ! \/ , fl., t n~-0 ~□□:: ""I l l 0~ ,_ I ,_ I www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0000000Peak Hour 0 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0 0000000 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 7:00 AM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 2 0 Interval Start RIFLE RULISON RD (CR 320)n/a RIFLE RULISON RD (CR 320)TAUGHENBAUGH MESA RD (CR 321)15-min Total Rolling One HourEastbound 0 0 0 0 0 0000002 0 0 0 5 0 Peak Hour 0 0 0 0 0 0 3 0 0 0Count Total 0 0 0 2 0 0 0 0 3000000000000 0 0 0 1 4 8:45 AM 0 0 0 0 0 0 0 0 0 0 2 4 8:30 AM 0 0 0 1 0 0 0 0 0 0 0 0 0000001 0 0 0 0 2 8:15 AM 0 0 0 1 0 0 0 0 0 0 1 2 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000001 0 0 0 1 0 7:45 AM 0 0 0 0 0 0 1 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 TH RT 7:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start RIFLE RULISON RD (CR 320)n/a RIFLE RULISON RD (CR 320)TAUGHENBAUGH MESA RD (CR 321)15-min Total Rolling One HourEastboundWestbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com I ,_ ,- I ,_ ,_ www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 00000000 0 0 Peak Hr 0 0 1 0 1 0 0 0 0 0 0 0 0Count Total 0 0 2 0 2 0 0 0 00000005:45 PM 0 0 1 0 1 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EB WB NB SB Total East 4:45 PM 0 0 1 0 1 0 0 0 -3%0%HV%---0%- 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 West North South 4:00 PM 0 0 0 0 39 8 0 0 0 21200000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---0%-2%--- Peak Hour All 0 0 0 0 0 66 16 0 0 0 0 0 0 1 0000100 0 61 0 HV 0 0 0 0 0 Count Total 0 0 0 26 0 0 0 0 3 0 111 0 11 54200000000008 0 1 0 17 60 5:45 PM 0 0 0 1 0 0 7 3 0 0 15 61 5:30 PM 0 0 0 6 0 0 0 3 0 0 0 0 0000008 0 0 0 11 53 5:15 PM 0 0 0 4 0 0 7 2 0 0 17 57 5:00 PM 0 0 0 2 0 0 0 2 0 0 0 2 00000011 0 0 0 18 0 4:45 PM 0 0 0 2 0 0 13 1 0 0 7 0 4:30 PM 0 0 0 4 0 0 0 2 0 0 0 0 0000002 0 0 0 15 0 4:15 PM 0 0 0 3 0 0 10 1 0 04:00 PM 0 0 0 4 0 0 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start RIFLE RULISON RD (CR 320)n/a RIFLE RULISON RD (CR 320)TAUGHENBAUGH MESA RD (CR 321)15-min TotalUTLTTHRT SB 0.0%0.25 TOTAL 1.6%0.85 TH RTUTLTTHRTUTLT WB -- NB 2.1%0.84 Peak Hour: 4:30 PM 5:30 PM HV %:PHF EB 0.0%0.75 Date: 02/08/2022 Peak Hour Count Period: 4:00 PM 6:00 PM 0 0 00000 00 0N TAUGHENBAUGH MESA RD (CR 321) RIFLE RULISON RD (CR 320)TAUGHENBAUGH MESA RD (CR 321)RIFLE RULISON RD (CR 320)RIFLE RULISON RD (CR 320) 61TEV: 0.85PHF:022808394714012 012 39 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com ~{ ~ l l Jo . .., l u j~--~--➔ 1' 1' ::, = ~ ( Jo J B ..J = ) = ""'\ ! \/ , fl., t n~-0 ~□□:: ""I l l 0~ T ,_ I www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0000000Peak Hour 0 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0 0000000 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 4:00 PM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 1 0 Interval Start RIFLE RULISON RD (CR 320)n/a RIFLE RULISON RD (CR 320)TAUGHENBAUGH MESA RD (CR 321)15-min Total Rolling One HourEastbound 0 0 0 0 0 0000001 0 0 0 2 0 Peak Hour 0 0 0 0 0 0 2 0 0 0Count Total 0 0 0 0 0 0 0 1 1000000000001 0 0 0 0 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000001 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start RIFLE RULISON RD (CR 320)n/a RIFLE RULISON RD (CR 320)TAUGHENBAUGH MESA RD (CR 321)15-min Total Rolling One HourEastboundWestbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com I ,_ I ,- www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 4 4 00000000 2 0 Peak Hr 1 0 1 3 5 0 0 0 0 0 0 2 0Count Total 2 0 2 4 8 0 0 2 00000028:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 EB WB NB SB Total East 7:45 AM 1 0 1 2 4 0 0 0 -100%0%HV%-0%-50%- 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 West North South 7:00 AM 0 0 0 0 1 6 0 0 0 6200000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---17%40%12%--- Peak Hour All 0 21 0 0 0 2 8 0 0 0 0 1 2 5 0000100 5 41 0 HV 0 0 0 1 0 Count Total 0 36 0 2 0 0 0 0 14 12 74 0 5 33000002000000 0 2 2 9 36 8:45 AM 0 3 0 0 0 0 1 1 0 0 11 39 8:30 AM 0 3 0 0 0 0 0 0 0 0 0 4 2000000 0 2 1 8 40 8:15 AM 0 5 0 0 0 0 0 1 0 0 8 41 8:00 AM 0 4 0 0 0 0 0 0 0 0 0 3 2000001 0 3 1 12 0 7:45 AM 0 1 0 1 0 0 0 4 0 0 12 0 7:30 AM 0 4 0 0 0 0 0 0 0 0 0 0 1000000 0 0 1 9 0 7:15 AM 0 10 0 1 0 0 0 2 0 07:00 AM 0 6 0 0 0 0 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start RIFLE RULISON RD (CR 320)N/A BEAVER CREEK RD (CR 317)RIFLE RULISON RD (CR 320)15-min TotalUTLTTHRT SB 27.3%0.55 TOTAL 12.2%0.85 TH RTUTLTTHRTUTLT WB -- NB 14.3%0.44 Peak Hour: 7:00 AM 8:00 AM HV %:PHF EB 4.3%0.52 Date: 02/08/2022 Peak Hour Count Period: 7:00 AM 9:00 AM 0 0 00000 00 0N BEAVER CREEK RD (CR 317) RIFLE RULISON RD (CR 320)RIFLE RULISON RD (CR 320)BEAVER CREEK RD (CR 317)RIFLE RULISON RD (CR 320) 41TEV: 0.85PHF:5611270617802 2123 6 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com ~{ ~ l l Jo . .., l u j~--~--➔ 1' 1' ::, = ~ ( Jo J B ..J = ) = ""'\ ! \/ , fl., t n~-0 ~□□:: ""I l l 0~ ,_ I ,_ I www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0000000Peak Hour 0 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0 0000000 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 7:00 AM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 5 0 Interval Start RIFLE RULISON RD (CR 320)N/A BEAVER CREEK RD (CR 317)RIFLE RULISON RD (CR 320)15-min Total Rolling One HourEastbound 0 0 0 0 1 2000001 0 2 2 8 0 Peak Hour 0 0 0 1 0 0 1 1 0 0Count Total 0 1 0 1 0 0 0 0 3000000000000 0 0 0 1 7 8:45 AM 0 0 0 0 0 0 0 1 0 0 2 7 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0000000 0 0 0 0 5 8:15 AM 0 1 0 0 0 0 0 0 0 0 4 5 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 1000001 0 0 1 1 0 7:45 AM 0 0 0 1 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 TH RT 7:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start RIFLE RULISON RD (CR 320)N/A BEAVER CREEK RD (CR 317)RIFLE RULISON RD (CR 320)15-min Total Rolling One HourEastboundWestbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com I ,_ ,- I ,_ ,_ www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 00000000 0 0 Peak Hr 0 0 0 1 1 0 0 0 0 0 0 0 0Count Total 0 0 0 2 2 0 0 0 00000005:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EB WB NB SB Total East 4:45 PM 0 0 0 1 1 0 0 0 --0%HV%-0%--- 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 West North South 4:00 PM 0 0 0 0 0 5 0 0 0 6000000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---0%3%2%--- Peak Hour All 0 7 0 0 0 0 10 0 0 0 0 0 1 1 0000000 29 47 0 HV 0 0 0 0 0 Count Total 0 14 0 0 0 0 0 0 14 45 83 0 10 38000018000000 0 1 3 9 44 5:45 PM 0 1 0 0 0 0 0 4 0 0 12 47 5:30 PM 0 1 0 0 0 0 0 2 0 0 0 1 7000000 0 0 6 7 40 5:15 PM 0 2 0 0 0 0 0 0 0 0 16 45 5:00 PM 0 1 0 0 0 0 0 1 0 0 0 3 10000000 0 2 6 12 0 4:45 PM 0 2 0 0 0 0 0 2 0 0 5 0 4:30 PM 0 2 0 0 0 0 0 0 0 0 0 1 1000000 0 5 4 12 0 4:15 PM 0 3 0 0 0 0 0 1 0 04:00 PM 0 2 0 0 0 0 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start RIFLE RULISON RD (CR 320)N/A BEAVER CREEK RD (CR 317)RIFLE RULISON RD (CR 320)15-min TotalUTLTTHRT SB 2.9%0.67 TOTAL 2.1%0.73 TH RTUTLTTHRTUTLT WB -- NB 0.0%0.63 Peak Hour: 4:30 PM 5:30 PM HV %:PHF EB 0.0%0.88 Date: 02/08/2022 Peak Hour Count Period: 4:00 PM 6:00 PM 0 0 00000 00 0N BEAVER CREEK RD (CR 317) RIFLE RULISON RD (CR 320)RIFLE RULISON RD (CR 320)BEAVER CREEK RD (CR 317)RIFLE RULISON RD (CR 320) 47TEV: 0.73PHF:29635120505600 77 29 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com ~{ ~ l l Jo . .., l u j~--~--➔ 1' 1' ::, = ~ ( Jo J B ..J = ) = ""'\ ! \/ , fl., t n~-0 ~□□:: ""I l l 0~ ,_ I ,_ I www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0000000Peak Hour 0 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0 0000000 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 4:00 PM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 1 0 Interval Start RIFLE RULISON RD (CR 320)N/A BEAVER CREEK RD (CR 317)RIFLE RULISON RD (CR 320)15-min Total Rolling One HourEastbound 0 0 0 0 0 1000000 0 0 2 2 0 Peak Hour 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 1 1000001000000 0 0 0 0 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1000000 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start RIFLE RULISON RD (CR 320)N/A BEAVER CREEK RD (CR 317)RIFLE RULISON RD (CR 320)15-min Total Rolling One HourEastboundWestbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com I ,_ ,- I ,_ ,- Client Provided Trip Generation Client Provided Data for Each Development Phase South Leverich 13-09 Pad Development Phase Duration (Days) Number of Semi-Trucks (ST) Number of Pickup Trucks (PT) Total Number of Trucks Total Semi- Truck Trips Total Pickup Truck Trips Total Daily Semi-Truck Trips Total Daily Pickup Truck Trips Time Frame # ST + # PT # ST * 2 # PT * 2 Total ST Trips / # ST Total PT Trips / # PT Construction 60 159 240 399 318 480 6 8 11/2022 - 12/2022 Drilling 121 1,119 1,210 2,329 2,238 2,420 20 20 03/2023 - 07/2023 Completion 210 1,394 152 1,546 2,788 304 14 2 05/2023 - 12/2023 Interim Reclaim 30 17 60 77 34 120 2 4 05/2024 - 06/2024 Production1 365 104 350 454 208 700 2 2 12/2023 - 12/2024 Honea 19-05 Pad Development Phase Duration (Days) Number of Semi-Trucks (ST) Number of Pickup Trucks (PT) Total Number of Trucks Total Semi- Truck Trips Total Pickup Truck Trips Total Daily Semi-Truck Trips Total Daily Pickup Truck Trips Time Frame # ST + # PT # ST * 2 # PT * 2 Total ST Trips / # ST Total PT Trips / # PT Construction 70 163 280 443 326 560 6 8 07/2022 - 09/2022 Drilling 102 972 990 1,962 1,944 1,980 20 20 11/2022 - 03/2023 Completion 166 1,208 152 1,360 2,416 304 16 2 02/2023 - 07/2023 Interim Reclaim 30 17 60 77 34 120 2 4 09/2023 - 10/2023 Production1 365 104 269 373 208 538 2 2 07/2023 - 07/2024 WMC 24-17 Pad Development Phase Duration (Days) Number of Semi-Trucks (ST) Number of Pickup Trucks (PT) Total Number of Trucks Total Semi- Truck Trips Total Pickup Truck Trips Total Daily Semi-Truck Trips Total Daily Pickup Truck Trips Time Frame # ST + # PT # ST * 2 # PT * 2 Total ST Trips / # ST Total PT Trips / # PT Construction Drilling 115 1,323 85 1,408 2,646 170 24 2 07/2022 - 10/2022 Completion 60 772 2,111 2,883 1,544 4,222 26 72 10/2022 - 11/2022 Interim Reclaim 30 15 35 50 30 70 2 4 12/2022 - 12/2022 Production1 365 2 5 7 4 10 2 2 11/2022 - 11/2023 Completed Intersection Capacity Analysis Outputs Timings 2022 Existing AM 1: Megan Avenue & Airport Road 02/24/2022 Synchro 11 Report Page 1 Lane Group EBL EBT WBL WBT NBL NBT NBR SBR Lane Configurations Traffic Volume (vph)3 398 24 204 22 0 13 2 Future Volume (vph)3 398 24 204 22 0 13 2 Turn Type Perm NA Perm NA Perm NA Perm Perm Protected Phases 4 8 2 Permitted Phases 4 8 2 2 6 Detector Phase 4 4 8 8 2 2 2 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)35.0 35.0 35.0 35.0 25.0 25.0 25.0 25.0 Total Split (%)58.3% 58.3% 58.3% 58.3% 41.7% 41.7% 41.7% 41.7% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Recall Mode None None None None C-Max C-Max C-Max C-Max Act Effct Green (s)15.7 15.7 15.7 15.7 35.3 35.3 35.3 Actuated g/C Ratio 0.26 0.26 0.26 0.26 0.59 0.59 0.59 v/c Ratio 0.01 0.63 0.22 0.27 0.03 0.02 0.00 Control Delay 13.7 18.1 19.9 17.3 7.0 2.4 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.7 18.1 19.9 17.3 7.0 2.4 0.0 LOS B B B B A A A Approach Delay 18.0 17.6 5.3 Approach LOS B B A Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay: 17.3 Intersection LOS: B Intersection Capacity Utilization 31.6%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Megan Avenue & Airport Road 4 .,, HCM 6th Signalized Intersection Summary 2022 Existing AM 1: Megan Avenue & Airport Road 02/24/2022 Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 3 398 138 24 204 0 22 0 13 0 0 2 Future Volume (veh/h) 3 398 138 24 204 0 22 0 13 0 0 2 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1752 1752 1752 1811 1811 1811 1159 1159 1159 Adj Flow Rate, veh/h 3 457 159 28 234 0 25 0 15 0 0 2 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 2 2 10 10 10 6 6 6 50 50 50 Cap, veh/h 350 665 230 192 854 0 933 0 911 0 688 583 Arrive On Green 0.26 0.26 0.26 0.26 0.26 0.00 0.59 0.00 0.59 0.00 0.00 0.59 Sat Flow, veh/h 1146 2592 895 756 3416 0 1370 0 1535 0 1159 982 Grp Volume(v), veh/h 3 312 304 28 234 0 25 0 15 0 0 2 Grp Sat Flow(s),veh/h/ln 1146 1777 1709 756 1664 0 1370 0 1535 0 1159 982 Q Serve(g_s), s 0.1 9.5 9.6 2.1 3.4 0.0 0.5 0.0 0.2 0.0 0.0 0.0 Cycle Q Clear(g_c), s 3.5 9.5 9.6 11.7 3.4 0.0 0.5 0.0 0.2 0.0 0.0 0.0 Prop In Lane 1.00 0.52 1.00 0.00 1.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 350 456 439 192 854 0 933 0 911 0 688 583 V/C Ratio(X)0.01 0.68 0.69 0.15 0.27 0.00 0.03 0.00 0.02 0.00 0.00 0.00 Avail Cap(c_a), veh/h 638 903 869 383 1692 0 933 0 911 0 688 583 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 19.2 20.1 20.2 25.5 17.8 0.0 5.1 0.0 5.0 0.0 0.0 5.0 Incr Delay (d2), s/veh 0.0 1.8 2.0 0.3 0.2 0.0 0.1 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 3.8 3.8 0.4 1.2 0.0 0.1 0.0 0.1 0.0 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 19.2 21.9 22.1 25.8 18.0 0.0 5.1 0.0 5.0 0.0 0.0 5.0 LnGrp LOS B C C C B A A A A A A A Approach Vol, veh/h 619 262 40 2 Approach Delay, s/veh 22.0 18.8 5.1 5.0 Approach LOS C B A A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 40.1 19.9 40.1 19.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 20.5 30.5 20.5 30.5 Max Q Clear Time (g_c+I1), s 2.5 11.6 2.0 13.7 Green Ext Time (p_c), s 0.1 3.8 0.0 1.5 Intersection Summary HCM 6th Ctrl Delay 20.4 HCM 6th LOS C "i tf+ _ "i tf+ ---4 'f' 4 Timings 2022 Existing PM 1: Megan Avenue & Airport Road 02/24/2022 Synchro 11 Report Page 1 Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)26 476 16 548 120 2 33 5 3 33 Future Volume (vph) 26 476 16 548 120 2 33 5 3 33 Turn Type Perm NA Perm NA Perm NA Perm Perm NA Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 2 6 6 Detector Phase 4 4 8 8 2 2 2 6 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 Total Split (%)50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Recall Mode None None None None C-Max C-Max C-Max C-Max C-Max C-Max Act Effct Green (s)16.9 16.9 16.9 16.9 34.1 34.1 34.1 34.1 Actuated g/C Ratio 0.28 0.28 0.28 0.28 0.57 0.57 0.57 0.57 v/c Ratio 0.18 0.54 0.09 0.61 0.16 0.04 0.01 0.04 Control Delay 17.3 19.4 14.9 20.7 8.1 3.4 7.6 3.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.3 19.4 14.9 20.7 8.1 3.4 7.6 3.4 LOS B B B C A A A A Approach Delay 19.3 20.6 7.2 4.2 Approach LOS B C A A Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.61 Intersection Signal Delay: 18.0 Intersection LOS: B Intersection Capacity Utilization 42.5%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Megan Avenue & Airport Road 4 .,, l~:~-----1111111::==-I•~·.:·-------===-~ HCM 6th Signalized Intersection Summary 2022 Existing PM 1: Megan Avenue & Airport Road 02/24/2022 Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 26 476 27 16 548 20 120 2 33 5 3 33 Future Volume (veh/h) 26 476 27 16 548 20 120 2 33 5 3 33 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 28 512 29 17 589 22 129 2 35 5 3 35 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 211 895 51 234 914 34 119 1 933 98 37 933 Arrive On Green 0.26 0.26 0.26 0.26 0.26 0.26 0.59 0.59 0.59 0.59 0.59 0.59 Sat Flow, veh/h 810 3419 193 865 3493 130 0 2 1585 0 64 1585 Grp Volume(v), veh/h 28 266 275 17 299 312 131 0 35 8 0 35 Grp Sat Flow(s),veh/h/ln 810 1777 1836 865 1777 1847 2 0 1585 64 0 1585 Q Serve(g_s), s 1.9 7.8 7.8 1.0 9.0 9.0 0.0 0.0 0.6 0.0 0.0 0.6 Cycle Q Clear(g_c), s 10.9 7.8 7.8 8.9 9.0 9.0 35.3 0.0 0.6 35.3 0.0 0.6 Prop In Lane 1.00 0.11 1.00 0.07 0.98 1.00 0.62 1.00 Lane Grp Cap(c), veh/h 211 465 480 234 465 483 120 0 933 135 0 933 V/C Ratio(X)0.13 0.57 0.57 0.07 0.64 0.65 1.09 0.00 0.04 0.06 0.00 0.04 Avail Cap(c_a), veh/h 343 755 780 375 755 785 120 0 933 135 0 933 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 24.5 19.2 19.2 23.1 19.7 19.7 29.7 0.0 5.2 14.8 0.0 5.2 Incr Delay (d2), s/veh 0.3 1.1 1.1 0.1 1.5 1.4 108.6 0.0 0.1 0.8 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 3.1 3.2 0.2 3.6 3.7 5.3 0.0 0.2 0.1 0.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 24.8 20.3 20.3 23.2 21.2 21.1 138.3 0.0 5.3 15.6 0.0 5.3 LnGrp LOS C C C C C C F A A B A A Approach Vol, veh/h 569 628 166 43 Approach Delay, s/veh 20.6 21.2 110.2 7.2 Approach LOS C C F A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 39.8 20.2 39.8 20.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 25.5 25.5 25.5 Max Q Clear Time (g_c+I1), s 37.3 12.9 37.3 11.0 Green Ext Time (p_c), s 0.0 2.8 0.0 3.3 Intersection Summary HCM 6th Ctrl Delay 31.0 HCM 6th LOS C "i tf+ _ "i tf+ ---4 'f' 4 Timings 2023 Background AM 1: Megan Avenue & Airport Road 02/24/2022 Synchro 11 Report Page 1 Lane Group EBL EBT WBL WBT NBL NBT NBR SBR Lane Configurations Traffic Volume (vph)3 402 25 206 24 0 13 2 Future Volume (vph)3 402 25 206 24 0 13 2 Turn Type Perm NA Perm NA Perm NA Perm Perm Protected Phases 4 8 2 Permitted Phases 4 8 2 2 6 Detector Phase 4 4 8 8 2 2 2 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)35.0 35.0 35.0 35.0 25.0 25.0 25.0 25.0 Total Split (%)58.3% 58.3% 58.3% 58.3% 41.7% 41.7% 41.7% 41.7% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Recall Mode None None None None C-Max C-Max C-Max C-Max Act Effct Green (s)16.0 16.0 16.0 16.0 35.0 35.0 35.0 Actuated g/C Ratio 0.27 0.27 0.27 0.27 0.58 0.58 0.58 v/c Ratio 0.01 0.63 0.23 0.27 0.04 0.02 0.00 Control Delay 13.3 17.7 19.8 17.0 7.4 2.5 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.3 17.7 19.8 17.0 7.4 2.5 0.0 LOS B B B B A A A Approach Delay 17.6 17.3 5.7 Approach LOS B B A Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay: 16.9 Intersection LOS: B Intersection Capacity Utilization 32.4%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Megan Avenue & Airport Road 4 .,, HCM 6th Signalized Intersection Summary 2023 Background AM 1: Megan Avenue & Airport Road 02/24/2022 Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 3 402 144 25 206 0 24 0 13 0 0 2 Future Volume (veh/h) 3 402 144 25 206 0 24 0 13 0 0 2 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1752 1752 1752 1811 1811 1811 1159 1159 1159 Adj Flow Rate, veh/h 3 462 166 29 237 0 28 0 15 0 0 2 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 2 2 10 10 10 6 6 6 50 50 50 Cap, veh/h 353 670 239 193 868 0 927 0 904 0 683 579 Arrive On Green 0.26 0.26 0.26 0.26 0.26 0.00 0.59 0.00 0.59 0.00 0.00 0.59 Sat Flow, veh/h 1143 2567 915 747 3416 0 1370 0 1535 0 1159 982 Grp Volume(v), veh/h 3 319 309 29 237 0 28 0 15 0 0 2 Grp Sat Flow(s),veh/h/ln 1143 1777 1706 747 1664 0 1370 0 1535 0 1159 982 Q Serve(g_s), s 0.1 9.7 9.8 2.2 3.4 0.0 0.5 0.0 0.2 0.0 0.0 0.1 Cycle Q Clear(g_c), s 3.5 9.7 9.8 12.0 3.4 0.0 0.5 0.0 0.2 0.0 0.0 0.1 Prop In Lane 1.00 0.54 1.00 0.00 1.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 353 464 445 193 868 0 927 0 904 0 683 579 V/C Ratio(X)0.01 0.69 0.70 0.15 0.27 0.00 0.03 0.00 0.02 0.00 0.00 0.00 Avail Cap(c_a), veh/h 636 903 867 377 1692 0 927 0 904 0 683 579 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 19.0 20.0 20.0 25.4 17.6 0.0 5.2 0.0 5.1 0.0 0.0 5.1 Incr Delay (d2), s/veh 0.0 1.8 2.0 0.4 0.2 0.0 0.1 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 3.9 3.8 0.4 1.2 0.0 0.1 0.0 0.1 0.0 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 19.1 21.8 22.0 25.8 17.8 0.0 5.2 0.0 5.1 0.0 0.0 5.1 LnGrp LOS B C C C B A A A A A A A Approach Vol, veh/h 631 266 43 2 Approach Delay, s/veh 21.9 18.7 5.2 5.1 Approach LOS C B A A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 39.8 20.2 39.8 20.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 20.5 30.5 20.5 30.5 Max Q Clear Time (g_c+I1), s 2.5 11.8 2.1 14.0 Green Ext Time (p_c), s 0.1 3.8 0.0 1.5 Intersection Summary HCM 6th Ctrl Delay 20.2 HCM 6th LOS C "i tf+ _ "i tf+ ---4 'f' 4 Timings 2023 Background PM 1: Megan Avenue & Airport Road 02/24/2022 Synchro 11 Report Page 1 Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)26 481 16 553 126 2 34 5 3 33 Future Volume (vph) 26 481 16 553 126 2 34 5 3 33 Turn Type Perm NA Perm NA Perm NA Perm Perm NA Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 2 6 6 Detector Phase 4 4 8 8 2 2 2 6 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 Total Split (%)50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Recall Mode None None None None C-Max C-Max C-Max C-Max C-Max C-Max Act Effct Green (s)17.1 17.1 17.1 17.1 33.9 33.9 33.9 33.9 Actuated g/C Ratio 0.28 0.28 0.28 0.28 0.56 0.56 0.56 0.56 v/c Ratio 0.18 0.54 0.09 0.61 0.17 0.04 0.01 0.04 Control Delay 17.1 19.1 14.8 20.5 8.3 3.4 7.6 3.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.1 19.1 14.8 20.5 8.3 3.4 7.6 3.5 LOS B B B C A A A A Approach Delay 19.0 20.3 7.3 4.2 Approach LOS B C A A Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.61 Intersection Signal Delay: 17.7 Intersection LOS: B Intersection Capacity Utilization 42.9%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Megan Avenue & Airport Road 4 .,, l~:~-----1111111::==-I•~·.:·-------===-~ HCM 6th Signalized Intersection Summary 2023 Background PM 1: Megan Avenue & Airport Road 02/24/2022 Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 26 481 29 16 553 20 126 2 34 5 3 33 Future Volume (veh/h) 26 481 29 16 553 20 126 2 34 5 3 33 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 28 517 31 17 595 22 135 2 37 5 3 35 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 211 898 54 233 921 34 119 1 929 98 37 929 Arrive On Green 0.26 0.26 0.26 0.26 0.26 0.26 0.59 0.59 0.59 0.59 0.59 0.59 Sat Flow, veh/h 806 3407 204 859 3495 129 0 2 1585 0 64 1585 Grp Volume(v), veh/h 28 269 279 17 302 315 137 0 37 8 0 35 Grp Sat Flow(s),veh/h/ln 806 1777 1834 859 1777 1847 2 0 1585 64 0 1585 Q Serve(g_s), s 1.9 7.9 7.9 1.1 9.1 9.1 0.0 0.0 0.6 0.0 0.0 0.6 Cycle Q Clear(g_c), s 11.0 7.9 7.9 9.0 9.1 9.1 35.2 0.0 0.6 35.2 0.0 0.6 Prop In Lane 1.00 0.11 1.00 0.07 0.99 1.00 0.62 1.00 Lane Grp Cap(c), veh/h 211 468 483 233 468 487 120 0 929 135 0 929 V/C Ratio(X)0.13 0.57 0.58 0.07 0.65 0.65 1.14 0.00 0.04 0.06 0.00 0.04 Avail Cap(c_a), veh/h 341 755 779 372 755 785 120 0 929 135 0 929 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 24.5 19.2 19.2 23.1 19.6 19.6 29.7 0.0 5.3 14.8 0.0 5.2 Incr Delay (d2), s/veh 0.3 1.1 1.1 0.1 1.5 1.4 125.0 0.0 0.1 0.8 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 3.1 3.2 0.2 3.6 3.8 5.8 0.0 0.2 0.1 0.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 24.8 20.3 20.3 23.2 21.1 21.1 154.7 0.0 5.3 15.6 0.0 5.3 LnGrp LOS C C C C C C F A A B A A Approach Vol, veh/h 576 634 174 43 Approach Delay, s/veh 20.5 21.1 123.0 7.2 Approach LOS C C F A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 39.7 20.3 39.7 20.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 25.5 25.5 25.5 Max Q Clear Time (g_c+I1), s 37.2 13.0 37.2 11.1 Green Ext Time (p_c), s 0.0 2.8 0.0 3.4 Intersection Summary HCM 6th Ctrl Delay 32.9 HCM 6th LOS C "i tf+ _ "i tf+ ---4 'f' 4 Timings 2023 Total AM 1: Megan Avenue & Airport Road 02/24/2022 Synchro 11 Report Page 1 Lane Group EBL EBT WBL WBT NBL NBT NBR SBR Lane Configurations Traffic Volume (vph)3 402 26 206 25 0 13 2 Future Volume (vph)3 402 26 206 25 0 13 2 Turn Type Perm NA Perm NA Perm NA Perm Perm Protected Phases 4 8 2 Permitted Phases 4 8 2 2 6 Detector Phase 4 4 8 8 2 2 2 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)35.0 35.0 35.0 35.0 25.0 25.0 25.0 25.0 Total Split (%)58.3% 58.3% 58.3% 58.3% 41.7% 41.7% 41.7% 41.7% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Recall Mode None None None None C-Max C-Max C-Max C-Max Act Effct Green (s)16.2 16.2 16.2 16.2 34.8 34.8 34.8 Actuated g/C Ratio 0.27 0.27 0.27 0.27 0.58 0.58 0.58 v/c Ratio 0.01 0.63 0.24 0.27 0.04 0.02 0.00 Control Delay 13.0 17.2 20.0 16.8 7.4 2.5 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.0 17.2 20.0 16.8 7.4 2.5 0.0 LOS B B C B A A A Approach Delay 17.2 17.2 5.7 Approach LOS B B A Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay: 16.6 Intersection LOS: B Intersection Capacity Utilization 33.3%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Megan Avenue & Airport Road 4 .,, HCM 6th Signalized Intersection Summary 2023 Total AM 1: Megan Avenue & Airport Road 02/24/2022 Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 3 402 155 26 206 0 25 0 13 0 0 2 Future Volume (veh/h) 3 402 155 26 206 0 25 0 13 0 0 2 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1752 1752 1752 1811 1811 1811 1159 1159 1159 Adj Flow Rate, veh/h 3 462 178 30 237 0 29 0 15 0 0 2 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 2 2 10 10 10 6 6 6 50 50 50 Cap, veh/h 359 667 255 193 883 0 921 0 897 0 678 574 Arrive On Green 0.27 0.27 0.27 0.27 0.27 0.00 0.58 0.00 0.58 0.00 0.00 0.58 Sat Flow, veh/h 1143 2513 961 739 3416 0 1370 0 1535 0 1159 982 Grp Volume(v), veh/h 3 326 314 30 237 0 29 0 15 0 0 2 Grp Sat Flow(s),veh/h/ln 1143 1777 1697 739 1664 0 1370 0 1535 0 1159 982 Q Serve(g_s), s 0.1 9.9 10.0 2.3 3.4 0.0 0.5 0.0 0.2 0.0 0.0 0.1 Cycle Q Clear(g_c), s 3.5 9.9 10.0 12.3 3.4 0.0 0.5 0.0 0.2 0.0 0.0 0.1 Prop In Lane 1.00 0.57 1.00 0.00 1.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 359 472 450 193 883 0 921 0 897 0 678 574 V/C Ratio(X)0.01 0.69 0.70 0.16 0.27 0.00 0.03 0.00 0.02 0.00 0.00 0.00 Avail Cap(c_a), veh/h 637 903 863 372 1692 0 921 0 897 0 678 574 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 18.8 19.8 19.9 25.4 17.4 0.0 5.3 0.0 5.2 0.0 0.0 5.2 Incr Delay (d2), s/veh 0.0 1.8 2.0 0.4 0.2 0.0 0.1 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 4.0 3.9 0.4 1.2 0.0 0.1 0.0 0.1 0.0 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 18.8 21.6 21.8 25.8 17.6 0.0 5.4 0.0 5.3 0.0 0.0 5.2 LnGrp LOS B C C C B A A A A A A A Approach Vol, veh/h 643 267 44 2 Approach Delay, s/veh 21.7 18.5 5.3 5.2 Approach LOS C B A A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 39.6 20.4 39.6 20.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 20.5 30.5 20.5 30.5 Max Q Clear Time (g_c+I1), s 2.5 12.0 2.1 14.3 Green Ext Time (p_c), s 0.1 3.9 0.0 1.5 Intersection Summary HCM 6th Ctrl Delay 20.0 HCM 6th LOS C "i tf+ _ "i tf+ ---4 'f' 4 Timings 2023 Total PM 1: Megan Avenue & Airport Road 02/24/2022 Synchro 11 Report Page 1 Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)26 481 16 553 137 2 35 5 3 33 Future Volume (vph) 26 481 16 553 137 2 35 5 3 33 Turn Type Perm NA Perm NA Perm NA Perm Perm NA Perm Protected Phases 4 8 2 6 Permitted Phases 4 8 2 2 6 6 Detector Phase 4 4 8 8 2 2 2 6 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 Total Split (%)50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Recall Mode None None None None C-Max C-Max C-Max C-Max C-Max C-Max Act Effct Green (s)17.1 17.1 17.1 17.1 33.9 33.9 33.9 33.9 Actuated g/C Ratio 0.28 0.28 0.28 0.28 0.56 0.56 0.56 0.56 v/c Ratio 0.18 0.54 0.09 0.61 0.19 0.04 0.01 0.04 Control Delay 17.1 19.2 14.8 20.5 8.4 3.4 7.6 3.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.1 19.2 14.8 20.5 8.4 3.4 7.6 3.5 LOS B B B C A A A A Approach Delay 19.1 20.3 7.4 4.2 Approach LOS B C A A Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 45 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.61 Intersection Signal Delay: 17.7 Intersection LOS: B Intersection Capacity Utilization 43.5%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Megan Avenue & Airport Road 4 .,, l~:~-----1111111::==-I•~·.:·-------===-~ HCM 6th Signalized Intersection Summary 2023 Total PM 1: Megan Avenue & Airport Road 02/24/2022 Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 26 481 30 16 553 20 137 2 35 5 3 33 Future Volume (veh/h) 26 481 30 16 553 20 137 2 35 5 3 33 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 28 517 32 17 595 22 147 2 38 5 3 35 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 211 897 55 233 922 34 119 1 929 98 37 929 Arrive On Green 0.26 0.26 0.26 0.26 0.26 0.26 0.59 0.59 0.59 0.59 0.59 0.59 Sat Flow, veh/h 806 3399 210 858 3495 129 0 1 1585 0 64 1585 Grp Volume(v), veh/h 28 270 279 17 302 315 149 0 38 8 0 35 Grp Sat Flow(s),veh/h/ln 806 1777 1833 858 1777 1847 1 0 1585 64 0 1585 Q Serve(g_s), s 1.9 7.9 7.9 1.1 9.1 9.1 0.0 0.0 0.6 0.0 0.0 0.6 Cycle Q Clear(g_c), s 11.0 7.9 7.9 9.0 9.1 9.1 35.2 0.0 0.6 35.2 0.0 0.6 Prop In Lane 1.00 0.11 1.00 0.07 0.99 1.00 0.62 1.00 Lane Grp Cap(c), veh/h 211 469 483 233 469 487 120 0 929 135 0 929 V/C Ratio(X)0.13 0.58 0.58 0.07 0.65 0.65 1.24 0.00 0.04 0.06 0.00 0.04 Avail Cap(c_a), veh/h 341 755 779 371 755 785 120 0 929 135 0 929 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 24.5 19.2 19.2 23.1 19.6 19.6 29.8 0.0 5.3 14.8 0.0 5.3 Incr Delay (d2), s/veh 0.3 1.1 1.1 0.1 1.5 1.4 160.7 0.0 0.1 0.8 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 3.1 3.2 0.2 3.6 3.8 7.0 0.0 0.2 0.1 0.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 24.8 20.3 20.3 23.2 21.1 21.0 190.4 0.0 5.3 15.6 0.0 5.3 LnGrp LOS C C C C C C F A A B A A Approach Vol, veh/h 577 634 187 43 Approach Delay, s/veh 20.5 21.1 152.8 7.2 Approach LOS C C F A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 39.7 20.3 39.7 20.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 25.5 25.5 25.5 Max Q Clear Time (g_c+I1), s 37.2 13.0 37.2 11.1 Green Ext Time (p_c), s 0.0 2.8 0.0 3.4 Intersection Summary HCM 6th Ctrl Delay 37.6 HCM 6th LOS D "i tf+ _ "i tf+ ---4 'f' 4 HCM 6th TWSC 2022 Existing AM 2: Last Chance Drive (CR-332) & Garden Lane 02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 4 4 82 5 1 33 Future Vol, veh/h 4 4 82 5 1 33 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, %0 - 0 - - 0 Peak Hour Factor 73 73 73 73 73 73 Heavy Vehicles, %25 25 5 5 12 12 Mvmt Flow 5 5 112 7 1 45 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 163 116 0 0 119 0 Stage 1 116 - - - - - Stage 2 47 - - - - - Critical Hdwy 6.65 6.45 - - 4.22 - Critical Hdwy Stg 1 5.65 - - - - - Critical Hdwy Stg 2 5.65 - - - - - Follow-up Hdwy 3.725 3.525 - - 2.308 - Pot Cap-1 Maneuver 777 878 - - 1409 - Stage 1 855 - - - - - Stage 2 920 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 776 878 -- 1409 - Mov Cap-2 Maneuver 776 - - - - - Stage 1 855 - - - - - Stage 2 919 - - - - - Approach WB NB SB HCM Control Delay, s 9.4 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 824 1409 - HCM Lane V/C Ratio -- 0.013 0.001 - HCM Control Delay (s) -- 9.4 7.6 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - HCM 6th TWSC 2022 Existing PM 2: Last Chance Drive (CR-332) & Garden Lane 02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 8 5 33 2 4 73 Future Vol, veh/h 8 5 33 2 4 73 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, %0 - 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 9 6 38 2 5 84 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 133 39 0 0 40 0 Stage 1 39 - - - - - Stage 2 94 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 861 1033 - - 1570 - Stage 1 983 - - - - - Stage 2 930 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 858 1033 -- 1570 - Mov Cap-2 Maneuver 858 - - - - - Stage 1 983 - - - - - Stage 2 927 - - - - - Approach WB NB SB HCM Control Delay, s 9 0 0.4 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 918 1570 - HCM Lane V/C Ratio -- 0.016 0.003 - HCM Control Delay (s) - -9 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) -- 0.1 0 - HCM 6th TWSC 2023 Background AM 2: Last Chance Drive (CR-332) & Garden Lane 02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 9 4 83 7 1 33 Future Vol, veh/h 9 4 83 7 1 33 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, %0 - 0 - - 0 Peak Hour Factor 73 73 73 73 73 73 Heavy Vehicles, %25 25 5 5 12 12 Mvmt Flow 12 5 114 10 1 45 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 166 119 0 0 124 0 Stage 1 119 - - - - - Stage 2 47 - - - - - Critical Hdwy 6.65 6.45 - - 4.22 - Critical Hdwy Stg 1 5.65 - - - - - Critical Hdwy Stg 2 5.65 - - - - - Follow-up Hdwy 3.725 3.525 - - 2.308 - Pot Cap-1 Maneuver 774 874 - - 1403 - Stage 1 852 - - - - - Stage 2 920 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 773 874 -- 1403 - Mov Cap-2 Maneuver 773 - - - - - Stage 1 852 - - - - - Stage 2 919 - - - - - Approach WB NB SB HCM Control Delay, s 9.6 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 801 1403 - HCM Lane V/C Ratio -- 0.022 0.001 - HCM Control Delay (s) -- 9.6 7.6 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) -- 0.1 0 - HCM 6th TWSC 2023 Background PM 2: Last Chance Drive (CR-332) & Garden Lane 02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 10 5 33 7 4 74 Future Vol, veh/h 10 5 33 7 4 74 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, %0 - 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 11 6 38 8 5 85 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 137 42 0 0 46 0 Stage 1 42 - - - - - Stage 2 95 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 856 1029 - - 1562 - Stage 1 980 - - - - - Stage 2 929 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 853 1029 -- 1562 - Mov Cap-2 Maneuver 853 - - - - - Stage 1 980 - - - - - Stage 2 926 - - - - - Approach WB NB SB HCM Control Delay, s 9.1 0 0.4 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 905 1562 - HCM Lane V/C Ratio -- 0.019 0.003 - HCM Control Delay (s) -- 9.1 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) -- 0.1 0 - HCM 6th TWSC 2023 Total AM 2: Last Chance Drive (CR-332) & Garden Lane 02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 21 4 83 8 1 33 Future Vol, veh/h 21 4 83 8 1 33 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, %0 - 0 - - 0 Peak Hour Factor 73 73 73 73 73 73 Heavy Vehicles, %25 25 5 5 12 12 Mvmt Flow 29 5 114 11 1 45 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 167 120 0 0 125 0 Stage 1 120 - - - - - Stage 2 47 - - - - - Critical Hdwy 6.65 6.45 - - 4.22 - Critical Hdwy Stg 1 5.65 - - - - - Critical Hdwy Stg 2 5.65 - - - - - Follow-up Hdwy 3.725 3.525 - - 2.308 - Pot Cap-1 Maneuver 773 873 - - 1402 - Stage 1 851 - - - - - Stage 2 920 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 772 873 -- 1402 - Mov Cap-2 Maneuver 772 - - - - - Stage 1 851 - - - - - Stage 2 919 - - - - - Approach WB NB SB HCM Control Delay, s 9.8 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 787 1402 - HCM Lane V/C Ratio -- 0.044 0.001 - HCM Control Delay (s) -- 9.8 7.6 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) -- 0.1 0 - HCM 6th TWSC 2023 Total PM 2: Last Chance Drive (CR-332) & Garden Lane 02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 11 5 33 19 4 74 Future Vol, veh/h 11 5 33 19 4 74 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, %0 - 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 6 38 22 5 85 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 144 49 0 0 60 0 Stage 1 49 - - - - - Stage 2 95 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 849 1020 - - 1544 - Stage 1 973 - - - - - Stage 2 929 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 846 1020 -- 1544 - Mov Cap-2 Maneuver 846 - - - - - Stage 1 973 - - - - - Stage 2 926 - - - - - Approach WB NB SB HCM Control Delay, s 9.1 0 0.4 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 894 1544 - HCM Lane V/C Ratio -- 0.021 0.003 - HCM Control Delay (s) -- 9.1 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) -- 0.1 0 - HCM 6th TWSC 2022 Existing AM 3: Rifle-Rulison Road (CR-320) & Village Drive 02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 34 0 0 43 15 15 Future Vol, veh/h 34 0 0 43 15 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 73 73 73 73 73 73 Heavy Vehicles, % 2 2 2 2 10 10 Mvmt Flow 47 0 0 59 21 21 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 91 32 42 0 - 0 Stage 1 32 - - - - - Stage 2 59 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 909 1042 1567 - - - Stage 1 991 - - - - - Stage 2 964 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 909 1042 1567 - - - Mov Cap-2 Maneuver 909 - - - - - Stage 1 991 - - - - - Stage 2 964 - - - - - Approach EB NB SB HCM Control Delay, s 9.2 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1567 - 909 - - HCM Lane V/C Ratio -- 0.051 - - HCM Control Delay (s) 0 - 9.2 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0.2 - - HCM 6th TWSC 2022 Existing PM 3: Rifle-Rulison Road (CR-320) & Village Drive 02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 13 1 1 20 41 33 Future Vol, veh/h 13 1 1 20 41 33 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, %14 14 2 2 2 2 Mvmt Flow 13 1 1 21 42 34 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 82 59 76 0 - 0 Stage 1 59 - - - - - Stage 2 23 - - - - - Critical Hdwy 6.54 6.34 4.12 - - - Critical Hdwy Stg 1 5.54 - - - - - Critical Hdwy Stg 2 5.54 - - - - - Follow-up Hdwy 3.626 3.426 2.218 - - - Pot Cap-1 Maneuver 891 974 1523 - - - Stage 1 934 - - - - - Stage 2 969 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 890 974 1523 - - - Mov Cap-2 Maneuver 890 - - - - - Stage 1 933 - - - - - Stage 2 969 - - - - - Approach EB NB SB HCM Control Delay, s 9.1 0.4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1523 - 896 - - HCM Lane V/C Ratio 0.001 - 0.016 - - HCM Control Delay (s)7.4 0 9.1 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 6th TWSC 2023 Background AM 3: Rifle-Rulison Road (CR-320) & Village Drive 02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 34 0 0 45 20 15 Future Vol, veh/h 34 0 0 45 20 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 73 73 73 73 73 73 Heavy Vehicles, % 2 2 2 2 10 10 Mvmt Flow 47 0 0 62 27 21 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 100 38 48 0 - 0 Stage 1 38 - - - - - Stage 2 62 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 899 1034 1559 - - - Stage 1 984 - - - - - Stage 2 961 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 899 1034 1559 - - - Mov Cap-2 Maneuver 899 - - - - - Stage 1 984 - - - - - Stage 2 961 - - - - - Approach EB NB SB HCM Control Delay, s 9.2 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1559 - 899 - - HCM Lane V/C Ratio -- 0.052 - - HCM Control Delay (s) 0 - 9.2 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0.2 - - HCM 6th TWSC 2023 Background PM 3: Rifle-Rulison Road (CR-320) & Village Drive 02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 13 1 1 25 43 33 Future Vol, veh/h 13 1 1 25 43 33 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, %14 14 2 2 2 2 Mvmt Flow 13 1 1 26 44 34 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 89 61 78 0 - 0 Stage 1 61 - - - - - Stage 2 28 - - - - - Critical Hdwy 6.54 6.34 4.12 - - - Critical Hdwy Stg 1 5.54 - - - - - Critical Hdwy Stg 2 5.54 - - - - - Follow-up Hdwy 3.626 3.426 2.218 - - - Pot Cap-1 Maneuver 883 971 1520 - - - Stage 1 932 - - - - - Stage 2 964 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 882 971 1520 - - - Mov Cap-2 Maneuver 882 - - - - - Stage 1 931 - - - - - Stage 2 964 - - - - - Approach EB NB SB HCM Control Delay, s 9.1 0.3 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1520 - 888 - - HCM Lane V/C Ratio 0.001 - 0.016 - - HCM Control Delay (s)7.4 0 9.1 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 6th TWSC 2023 Total AM 3: Rifle-Rulison Road (CR-320) & Village Drive 02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 34 0 0 46 32 15 Future Vol, veh/h 34 0 0 46 32 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 73 73 73 73 73 73 Heavy Vehicles, % 2 2 3 3 10 10 Mvmt Flow 47 0 0 63 44 21 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 118 55 65 0 - 0 Stage 1 55 - - - - - Stage 2 63 - - - - - Critical Hdwy 6.42 6.22 4.13 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.227 - - - Pot Cap-1 Maneuver 878 1012 1531 - - - Stage 1 968 - - - - - Stage 2 960 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 878 1012 1531 - - - Mov Cap-2 Maneuver 878 - - - - - Stage 1 968 - - - - - Stage 2 960 - - - - - Approach EB NB SB HCM Control Delay, s 9.3 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1531 - 878 - - HCM Lane V/C Ratio -- 0.053 - - HCM Control Delay (s) 0 - 9.3 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0.2 - - HCM 6th TWSC 2023 Total PM 3: Rifle-Rulison Road (CR-320) & Village Drive 02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 13 1 1 37 44 33 Future Vol, veh/h 13 1 1 37 44 33 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, %14 14 3 3 3 3 Mvmt Flow 13 1 1 38 45 34 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 102 62 79 0 - 0 Stage 1 62 - - - - - Stage 2 40 - - - - - Critical Hdwy 6.54 6.34 4.13 - - - Critical Hdwy Stg 1 5.54 - - - - - Critical Hdwy Stg 2 5.54 - - - - - Follow-up Hdwy 3.626 3.426 2.227 - - - Pot Cap-1 Maneuver 868 970 1513 - - - Stage 1 931 - - - - - Stage 2 952 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 867 970 1513 - - - Mov Cap-2 Maneuver 867 - - - - - Stage 1 930 - - - - - Stage 2 952 - - - - - Approach EB NB SB HCM Control Delay, s 9.2 0.2 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1513 - 874 - - HCM Lane V/C Ratio 0.001 - 0.017 - - HCM Control Delay (s)7.4 0 9.2 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 6th TWSC 2022 Existing AM 3: Rifle-Rulison Road (CR-320) & Village Drive 02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 34 0 0 43 15 15 Future Vol, veh/h 34 0 0 43 15 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 73 73 73 73 73 73 Heavy Vehicles, % 2 2 2 2 10 10 Mvmt Flow 47 0 0 59 21 21 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 91 32 42 0 - 0 Stage 1 32 - - - - - Stage 2 59 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 909 1042 1567 - - - Stage 1 991 - - - - - Stage 2 964 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 909 1042 1567 - - - Mov Cap-2 Maneuver 909 - - - - - Stage 1 991 - - - - - Stage 2 964 - - - - - Approach EB NB SB HCM Control Delay, s 9.2 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1567 - 909 - - HCM Lane V/C Ratio -- 0.051 - - HCM Control Delay (s) 0 - 9.2 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0.2 - - HCM 6th TWSC 2022 Existing PM 4: Rifle-Rulison Road (CR-320) & Taughenbaugh Mesa Road 02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 12 39 8 2 0 Future Vol, veh/h 0 12 39 8 2 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, %- 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 14 46 9 2 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 55 0 - 0 65 51 Stage 1 - - -- 51 - Stage 2 - - -- 14 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - -- 5.42 - Critical Hdwy Stg 2 - - -- 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1550 - - - 941 1017 Stage 1 - - -- 971 - Stage 2 - - -- 1009 - Platoon blocked, %- - - Mov Cap-1 Maneuver 1550 - -- 941 1017 Mov Cap-2 Maneuver - - -- 941 - Stage 1 - - -- 971 - Stage 2 - - -- 1009 - Approach EB WB SB HCM Control Delay, s 0 0 8.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h)1550 - - - 941 HCM Lane V/C Ratio - - -- 0.003 HCM Control Delay (s) 0 - -- 8.8 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 2023 Background AM 4: Rifle-Rulison Road (CR-320) & Taughenbaugh Mesa Road 02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 35 18 1 7 0 Future Vol, veh/h 0 35 18 1 7 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, %- 0 0 - 0 - Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles, % 2 2 2 2 14 14 Mvmt Flow 0 42 21 1 8 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 22 0 - 0 64 22 Stage 1 - - -- 22 - Stage 2 - - -- 42 - Critical Hdwy 4.12 - - - 6.54 6.34 Critical Hdwy Stg 1 - - -- 5.54 - Critical Hdwy Stg 2 - - -- 5.54 - Follow-up Hdwy 2.218 - - - 3.626 3.426 Pot Cap-1 Maneuver 1593 - - - 913 1021 Stage 1 - - -- 970 - Stage 2 - - -- 951 - Platoon blocked, %- - - Mov Cap-1 Maneuver 1593 - -- 913 1021 Mov Cap-2 Maneuver - - -- 913 - Stage 1 - - -- 970 - Stage 2 - - -- 951 - Approach EB WB SB HCM Control Delay, s 0 0 9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h)1593 - - - 913 HCM Lane V/C Ratio - - -- 0.009 HCM Control Delay (s) 0 - - - 9 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 2023 Background PM 4: Rifle-Rulison Road (CR-320) & Taughenbaugh Mesa Road 02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 17 41 8 2 0 Future Vol, veh/h 0 17 41 8 2 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, %- 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 20 48 9 2 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 57 0 - 0 73 53 Stage 1 - - -- 53 - Stage 2 - - -- 20 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - -- 5.42 - Critical Hdwy Stg 2 - - -- 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1547 - - - 931 1014 Stage 1 - - -- 970 - Stage 2 - - -- 1003 - Platoon blocked, %- - - Mov Cap-1 Maneuver 1547 - -- 931 1014 Mov Cap-2 Maneuver - - -- 931 - Stage 1 - - -- 970 - Stage 2 - - -- 1003 - Approach EB WB SB HCM Control Delay, s 0 0 8.9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h)1547 - - - 931 HCM Lane V/C Ratio - - -- 0.003 HCM Control Delay (s) 0 - -- 8.9 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 2023 Total AM 4: Rifle-Rulison Road (CR-320) & Taughenbaugh Mesa Road 02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 36 30 1 7 0 Future Vol, veh/h 0 36 30 1 7 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, %- 0 0 - 0 - Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles, % 3 3 3 3 14 14 Mvmt Flow 0 43 36 1 8 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 37 0 - 0 80 37 Stage 1 - - -- 37 - Stage 2 - - -- 43 - Critical Hdwy 4.13 - - - 6.54 6.34 Critical Hdwy Stg 1 - - -- 5.54 - Critical Hdwy Stg 2 - - -- 5.54 - Follow-up Hdwy 2.227 - - - 3.626 3.426 Pot Cap-1 Maneuver 1567 - - - 894 1002 Stage 1 - - -- 955 - Stage 2 - - -- 950 - Platoon blocked, %- - - Mov Cap-1 Maneuver 1567 - -- 894 1002 Mov Cap-2 Maneuver - - -- 894 - Stage 1 - - -- 955 - Stage 2 - - -- 950 - Approach EB WB SB HCM Control Delay, s 0 0 9.1 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h)1567 - - - 894 HCM Lane V/C Ratio - - -- 0.009 HCM Control Delay (s) 0 - -- 9.1 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 2023 Total PM 4: Rifle-Rulison Road (CR-320) & Taughenbaugh Mesa Road 02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 29 42 8 2 0 Future Vol, veh/h 0 29 42 8 2 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, %- 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 3 3 3 3 2 2 Mvmt Flow 0 34 49 9 2 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 58 0 - 0 88 54 Stage 1 - - -- 54 - Stage 2 - - -- 34 - Critical Hdwy 4.13 - - - 6.42 6.22 Critical Hdwy Stg 1 - - -- 5.42 - Critical Hdwy Stg 2 - - -- 5.42 - Follow-up Hdwy 2.227 - - - 3.518 3.318 Pot Cap-1 Maneuver 1540 - - - 913 1013 Stage 1 - - -- 969 - Stage 2 - - -- 988 - Platoon blocked, %- - - Mov Cap-1 Maneuver 1540 - -- 913 1013 Mov Cap-2 Maneuver - - -- 913 - Stage 1 - - -- 969 - Stage 2 - - -- 988 - Approach EB WB SB HCM Control Delay, s 0 0 9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h)1540 - - - 913 HCM Lane V/C Ratio - - -- 0.003 HCM Control Delay (s) 0 - - - 9 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 2022 Existing AM 5: Beaver Creek Road (CR-317) & Rifle-Rulison Road (CR-320)02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 21 2 6 5 1 6 Future Vol, veh/h 21 2 6 5 1 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 4 4 27 27 14 14 Mvmt Flow 25 2 7 6 1 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 27 0 46 26 Stage 1 - - -- 26 - Stage 2 - - -- 20 - Critical Hdwy -- 4.37 - 6.54 6.34 Critical Hdwy Stg 1 - - -- 5.54 - Critical Hdwy Stg 2 - - -- 5.54 - Follow-up Hdwy - - 2.443 - 3.626 3.426 Pot Cap-1 Maneuver - - 1439 - 935 1016 Stage 1 - - -- 966 - Stage 2 - - -- 972 - Platoon blocked, % - - - Mov Cap-1 Maneuver -- 1439 - 930 1016 Mov Cap-2 Maneuver - - -- 930 - Stage 1 - - -- 966 - Stage 2 - - -- 967 - Approach EB WB NB HCM Control Delay, s 0 4.1 8.6 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)1003 - - 1439 - HCM Lane V/C Ratio 0.008 - - 0.005 - HCM Control Delay (s)8.6 - - 7.5 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 4 V HCM 6th TWSC 2022 Existing PM 5: Beaver Creek Road (CR-317) & Rifle-Rulison Road (CR-320)02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 7 0 6 25 0 5 Future Vol, veh/h 7 0 6 25 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 73 73 73 73 73 73 Heavy Vehicles, % 2 2 3 3 2 2 Mvmt Flow 10 0 8 34 0 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 10 0 60 10 Stage 1 - - -- 10 - Stage 2 - - -- 50 - Critical Hdwy -- 4.13 - 6.42 6.22 Critical Hdwy Stg 1 - - -- 5.42 - Critical Hdwy Stg 2 - - -- 5.42 - Follow-up Hdwy - - 2.227 - 3.518 3.318 Pot Cap-1 Maneuver - - 1603 - 947 1071 Stage 1 - - -- 1013 - Stage 2 - - -- 972 - Platoon blocked, % - - - Mov Cap-1 Maneuver -- 1603 - 942 1071 Mov Cap-2 Maneuver - - -- 942 - Stage 1 - - -- 1013 - Stage 2 - - -- 967 - Approach EB WB NB HCM Control Delay, s 0 1.4 8.4 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)1071 - - 1603 - HCM Lane V/C Ratio 0.006 - - 0.005 - HCM Control Delay (s)8.4 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 4 V HCM 6th TWSC 2023 Background AM 5: Beaver Creek Road (CR-317) & Rifle-Rulison Road (CR-320)02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 3.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 21 2 11 5 1 8 Future Vol, veh/h 21 2 11 5 1 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 4 4 27 27 14 14 Mvmt Flow 25 2 13 6 1 9 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 27 0 58 26 Stage 1 - - -- 26 - Stage 2 - - -- 32 - Critical Hdwy -- 4.37 - 6.54 6.34 Critical Hdwy Stg 1 - - -- 5.54 - Critical Hdwy Stg 2 - - -- 5.54 - Follow-up Hdwy - - 2.443 - 3.626 3.426 Pot Cap-1 Maneuver - - 1439 - 920 1016 Stage 1 - - -- 966 - Stage 2 - - -- 960 - Platoon blocked, % - - - Mov Cap-1 Maneuver -- 1439 - 912 1016 Mov Cap-2 Maneuver - - -- 912 - Stage 1 - - -- 966 - Stage 2 - - -- 951 - Approach EB WB NB HCM Control Delay, s 0 5.2 8.6 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)1003 - - 1439 - HCM Lane V/C Ratio 0.011 - - 0.009 - HCM Control Delay (s)8.6 - - 7.5 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 4 V HCM 6th TWSC 2023 Background PM 5: Beaver Creek Road (CR-317) & Rifle-Rulison Road (CR-320)02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 7 0 8 25 0 10 Future Vol, veh/h 7 0 8 25 0 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 73 73 73 73 73 73 Heavy Vehicles, % 2 2 3 3 2 2 Mvmt Flow 10 0 11 34 0 14 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 10 0 66 10 Stage 1 - - -- 10 - Stage 2 - - -- 56 - Critical Hdwy -- 4.13 - 6.42 6.22 Critical Hdwy Stg 1 - - -- 5.42 - Critical Hdwy Stg 2 - - -- 5.42 - Follow-up Hdwy - - 2.227 - 3.518 3.318 Pot Cap-1 Maneuver - - 1603 - 939 1071 Stage 1 - - -- 1013 - Stage 2 - - -- 967 - Platoon blocked, % - - - Mov Cap-1 Maneuver -- 1603 - 932 1071 Mov Cap-2 Maneuver - - -- 932 - Stage 1 - - -- 1013 - Stage 2 - - -- 960 - Approach EB WB NB HCM Control Delay, s 0 1.8 8.4 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)1071 - - 1603 - HCM Lane V/C Ratio 0.013 - - 0.007 - HCM Control Delay (s)8.4 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 4 V HCM 6th TWSC 2023 Total AM 5: Beaver Creek Road (CR-317) & Rifle-Rulison Road (CR-320)02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 4.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 21 2 23 5 1 9 Future Vol, veh/h 21 2 23 5 1 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 4 4 27 27 14 14 Mvmt Flow 25 2 27 6 1 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 27 0 86 26 Stage 1 - - -- 26 - Stage 2 - - -- 60 - Critical Hdwy -- 4.37 - 6.54 6.34 Critical Hdwy Stg 1 - - -- 5.54 - Critical Hdwy Stg 2 - - -- 5.54 - Follow-up Hdwy - - 2.443 - 3.626 3.426 Pot Cap-1 Maneuver - - 1439 - 887 1016 Stage 1 - - -- 966 - Stage 2 - - -- 933 - Platoon blocked, % - - - Mov Cap-1 Maneuver -- 1439 - 870 1016 Mov Cap-2 Maneuver - - -- 870 - Stage 1 - - -- 966 - Stage 2 - - -- 915 - Approach EB WB NB HCM Control Delay, s 0 6.2 8.6 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)999 - - 1439 - HCM Lane V/C Ratio 0.012 - - 0.019 - HCM Control Delay (s)8.6 - - 7.5 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 -- 0.1 - 4 V HCM 6th TWSC 2023 Total PM 5: Beaver Creek Road (CR-317) & Rifle-Rulison Road (CR-320)02/24/2022 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 7 0 9 25 0 22 Future Vol, veh/h 7 0 9 25 0 22 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 73 73 73 73 73 73 Heavy Vehicles, % 2 2 4 4 3 3 Mvmt Flow 10 0 12 34 0 30 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 10 0 68 10 Stage 1 - - -- 10 - Stage 2 - - -- 58 - Critical Hdwy -- 4.14 - 6.43 6.23 Critical Hdwy Stg 1 - - -- 5.43 - Critical Hdwy Stg 2 - - -- 5.43 - Follow-up Hdwy - - 2.236 - 3.527 3.327 Pot Cap-1 Maneuver - - 1597 - 934 1068 Stage 1 - - -- 1010 - Stage 2 - - -- 962 - Platoon blocked, % - - - Mov Cap-1 Maneuver -- 1597 - 927 1068 Mov Cap-2 Maneuver - - -- 927 - Stage 1 - - -- 1010 - Stage 2 - - -- 954 - Approach EB WB NB HCM Control Delay, s 0 1.9 8.5 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)1068 - - 1597 - HCM Lane V/C Ratio 0.028 - - 0.008 - HCM Control Delay (s)8.5 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh)0.1 - - 0 - 4 V Truck Route Map Proposed S. Leverich 13-09 Rifle Exit ExistingRU 44-7 6S 93W 6S 94W 7S 93W 7S 94W HWY13Airport Rd Megan AveL a st Ch a nc e Dr CR 320 CR 317Caerus O-18 WMC 24-17 RMV 70-35 RU 31-17 RU 23-5 GV 20-25 KNAUS 19-13 BCR 08-13 LARAMIE 20-12 RWF 42-25 RWF434-14 RMV 20-35 RU 13-7 RU 13-6 RWF 32-36 OVERACKER29-04 CLOUGH 108 HONEA 19-05 SR 23-12 MEAD 30-12( A ) RWF 23-25BoosterStation RWF 33-23 RU 34-6 LEVERICH31-09 CLOUGH 16 MEAD 30-11( C ) RWF 34-14 FEDERAL 31-01 FEDERAL 29-02 CLOUGH 31-23H RU 11-7 RWF 33-36 RU 21-7 S. LEVERICH18-13 BROCK 19-05 RU 32-12 JONSSON 19-08 RU 12-7ProductionPad RMV 107-35 RWF 23-25 S. LEVERICH13-09 RU 42-7 GV 15-36 RU 31-12V RU 21-8ProductionPad RWF 43-25 FEDERAL 29-11 RU 23-17 RWF 34-26 LEVERICH31-12 RU 22-7 RWF 32-26 RWF 22-24 RU 21-8 LEVERICH31-06 RMV 22-35 RU 14-6 RWF 43-23 RU 12-7 RWF 14-13 RWF 22-25 MEAD 30-13( B ) HOOKER 30-02 SR 43-12 RU 44-7 Beaver Creek Pit §¨¦70 15161817 2120 2219 27283029 34313332 14 13 2423 2526 35 36 6 45 3 98 7 10 18 1617 15 222120 19 283029 27 12 11 12 14 13 2423 26 25 Legend Existing Lease Road Existing County Road Exisitng Highway Existing Interstate Existing Pad Haul Route T:\Projects\Piceance\Rulison\South Leverich 13-09 Pad\Visit 2\S Leverich 13-09 Form 2A 304.b.(07).F Haul Route Map.mxd - ATankersley TEP ROCKY MOUNTAIN, LLC Exhibit prepared by: AJT Date prepared: June 14, 2022 South Leverich 13-09 Drill Pad Haul Route Map Notes: 1) Distance from I-70 to S. Leverich 13-09 Pad: ± 10.10 Miles 2) Distance from I-70 to RU 44-7 Pad: ±10.11 Miles South Leverich 13-09 Haul Route Segments Name Surfacing Length (mi.) State Highway 13 Pavement 0.19 Airport Road Pavement 0.24 Megan Avenue Pavement 0.26 Last Chance Drive Pavement 0.41 Garfield County Road 320 Pavement 2.49 Garfield County Road 317 Pavement/Gravel 5.85 Existing Lease Road (S. Leverich 13-09) Gravel 0.65 Existing Lease Road (RU 44-7) Gravel 2.9 Existing Lease Road (SR 43-12) Gravel 0.61 Estimated Truck Trips per Phase Development Phase Number of Semi-Trucks Number of Pickup Trucks Total Truck Trips Construction 159 240 399 Drilling 1,119 1,210 2,329 Completion 1,394 152 1,546 Interim Reclaim 17 60 77 Production1 104 350 454 Total 2,793 2,012 4,805 1Production truck trips are a one year estimate. Truck trips will decrease over the life of the wells based on well performance. § 0 2,400 4,8001,200 Feet 1 in : 2,400 ft 26 --D TER~ Operations Safety Management Program – 304.c.(7) South Leverich 13-09 Oil and Gas Location Loc ID #335045 July 2022 Table of Contents TER