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Home My WebLink About1.01 Traffic StudyWPX ENERGY TRAIL RIDGE EMPLOYEE HOUSING FACILITY GARFIELD COUNTY, COLORADO TRAFFIC IMPACT ANALYSIS Prepared for: Mr. Phil Vaughan Phil Vaughan Construction Management, Inc. 1038 County Road 323 Rifle, CO 81650 Prepared by: Felsburg Holt & Ullevig 6300 South Syracuse Way, Suite 600 Centennial, CO 80111 303n21-1440 Project Manager: David E. Hattan, P.E. Project Engineer: Tyler Spurlock, E.1. FHU Reference No. 114-360-01 November 2014 WPX Energy Trail Ridge Employee Housing Facility Traffic Impact Analysis TABLE OF CONTENTS Page I. INTRODUCTION -------------------------------------------------------------------------------------------- 1 II. EXISTING CONDITIONS --------------------------------------------------------------------------------- 5 III. TRIP GENERATION---------------------------------------------------------------------------------------- 8 A. Trip Generation and Distribution --------------------------------------------------------------- 8 IV. TOTAL TRAFFIC AND LEVELS OF SERVICE ---------------------------------------------------- 10 A. Traffic Volumes ----------------------------------------------------------------------------------- 10 B. Levels of Service --------------------------------------------------------------------------------- 10 V. SUMMARY / CONCLUSIONS -------------------------------------------------------------------------- 13 LIST OF APPENDICES APPENDIX A. TRAFFIC COUNTS APPENDIX B. LEVEL OF SERVICE ANALYSIS WORKSHEETS APPENDIX C. TRAFFIC WORKSHEETS WPX Energy Trail Ridge Employee Housing Facility Traffic Impact Analysis LIST OF FIGURES Page Figure 1. Vicinity Map ----------------------------------------------------------------------------------------- 3 Figure 2. Conceptual Site Plan ----------------------------------------------------------------------------- 4 Figure 3. Existing Traffic Conditions ---------------------------------------------------------------------- 7 Figure 4. Site Generated Traffic --------------------------------------------------------------------------- 11 Figure 5. Total Traffic Conditions ------------------------------------------------------------------------- 12 LIST OF TABLES Table 1. Level of Service (LOS) Analysis Criteria ---------------------------------------------------- 5 Table 2. Trip Generation ------------------------------------------------------------------------------------ 9 WPX Energy Trail Ridge Employee Housing Facility Traffic Impact Analysis Page 1 I. INTRODUCTION Felsburg Holt & Ullevig has prepared a basic traffic impact analysis for the proposed Employee Housing Facility that will be constructed for WPX Energy in Garfield County, Colorado. The facility will be located approximately 13.5 miles south of Rio Blanco County Road (RBCR) 5 and will access RBCR 5 from BLM 1009A. In the long term, the facility will house an estimated 24 employees. Figure 1 provides a vicinity map of the project location, and Figure 2 shows a preliminary site plan. The current parcel is undeveloped and generates no traffic volumes. The site will access BLM 1009A and the surrounding road network through an existing intersection with RBCR 5. No new access points will be constructed along Federal, State, or County roads. All staging and storage for the construction of the facility will be done on site. Three time periods have been analyzed for this traffic study. Existing traffic count volumes were collected over two 24-hour periods. This information provides the basis for analyzing background traffic volumes. The facility will be constructed within a one-year period, and site- generated traffic volumes have been analyzed for the peak period of this construction effort. The following is an analysis of potential traffic impacts that might result from the proposed development. Garfield County standards have been met for the purposes of this submittal; however, it is anticipated that Garfield County will refer to Rio Blanco County for review and comment. The following page provides a summary of those standards. WPX Energy Trail Ridge Employee Housing Facility Traffic Impact Analysis Page 2 Garfield County Basic Traffic Impact Analysis (TIA) Standards This study is compliant with Garfield County TIA Standards for a Basic Traffic Analysis. As such, a brief summary of requirements is indicated below: 1. This study is conducted as a basic traffic impact analysis since the following criteria are not met. (Further analysis of these requirements is included in the Site Generated Traffic section.) a. Traffic volumes projected at any intersection with a State or Federal highway exceeds current volumes by 20%, as determined by CDOT using current traffic counts and CDOT-approved methodology. b. Traffic volumes projected on any county road segment exceed current volumes by 20%. c. Traffic volumes on any road segment identified or contained within an approved municipal street plan within a 1-mile radius exceed current volumes by 30%. 2. As a basic traffic analysis, this study includes the following information: a. A map or maps depicting the parcel or activity area and showing the following information. b. A narrative of existing land uses on the parcel. c. A narrative of proposed land uses and trip generation projections for each use, based on current Trip Generation manuals or other credible and defensible analysis. d. A narrative description of the construction phase of development. e. Map depicting existing Average Daily Traffic Count information for all County Road segments and State or Federal Highway intersections, at the appropriate map scale. Vicinity Map Figure 1 NORTH Trail Ridge Employee Housing Facility TIS, 14-360, 11/13/14 RIO BLANCO COUNTY G ARFIELD COUNTYBLM 1009ATrail Ridge Employee Housing Facility Study Intersection 5 13 Site PlanFigure 2NORTHTrail Ridge Employee Housing Facility TIS, 14-360, 11/13/14 WPX Energy Trail Ridge Employee Housing Facility Traffic Impact Analysis Page 5 II. EXISTING CONDITIONS Turning movement volumes at the intersection of RBCR 5 and BLM 1009A were manually counted for a total of two days (November 16 and 17, 2014, and November 21 and 22, 2014) and are summarized in 15-minute periods. The counts started each day at 6:00 AM, and large trucks and other specialized vehicles were counted separately from cars. Appendix A provides these counts. The counts from November 21, 2014, resulted in higher traffic volumes than those for November 16; therefore, the analysis was based on the November 21 counts to be conservative. The peak hours were determined to be 6:30 to 7:30 AM, 12:00 to 1:00 PM, and 3:30 to 4:30 PM. Figure 3 shows the existing traffic volumes for these peak hours. The average daily traffic (ADT) along RBCR 5 is roughly 1,300 to 1,400 vehicles per day (vpd). Truck traffic at this intersection was analyzed using Passenger Car Equivalents (PCE), in which one large truck is equivalent to three passenger cars. This is consistent with CDOT standards and is used throughout the duration of this analysis. Truck traffic represents approximately 20 percent of the traffic at this intersection. A minor amount of traffic uses BLM 1009A, and almost no traffic uses the existing private access north of RBCR 5. It should be noted that existing traffic using BLM 1009A may continue past the proposed project site as the road provides access to the rangeland. Traffic operational analyses were completed to determine the level of service (LOS) for turning movements at the site access. LOS is a measure of several factors including operating speeds, freedom to maneuver, traffic interruptions, and average delay for vehicles at intersections. The LOS describes the quality of traffic flow for turn movements at an intersection by a letter designation ranging from “A” to “F.” Table 1 presents detailed LOS descriptions. Table 1. Level of Service (LOS) Analysis Criteria Level of Service Average Control Delay per Vehicle (sec/veh) Signalized Intersections Stop Sign Controlled Intersections A ≤ 10 ≤ 10 B > 10 to 20 > 10 to 15 C > 20 to 35 > 15 to 25 D > 35 to 55 > 25 to 35 E > 55 to 80 > 35 to 50 F > 80 > 50 WPX Energy Trail Ridge Employee Housing Facility Traffic Impact Analysis Page 6 The Synchro traffic analysis software program was used to analyze existing traffic operations at the study intersection. The high volume of trucks was specifically taken into account through the use of PCE for these analyses. The results of this analysis show that morning, noon, and evening peak hour volumes at this intersection currently operate at LOS A (see Figure 3). For auxiliary lanes analysis purposes, RBCR 5 was analyzed as an R-A – Rural Highway. The Colorado State Highway Access Code auxiliary lane criterion requires left turn deceleration lanes for movements over 10 vehicles per hour. However, this requirement can be waived if opposing traffic volumes are less than 100 vehicles per hour, which is true for existing traffic volumes. Therefore, no auxiliary lane would be recommended under these traffic conditions. No other approaches have high enough volumes to warrant the addition of an auxiliary lane. Appendix B includes existing LOS worksheets. Existing Trafﬁc Conditions Figure 3 NORTH Trail Ridge Employee Housing Facility TIS, 14-360, 11/13/14 = AM(Noon)[PM] Peak Hour Traffic Volumes (PCE - Passenger Car Equivalents) = Daily Traffic Volumes = AM/Noon/PM Peak Hour Unsignalized Intersection Level of Service = Stop Sign XXX(XXX)[XXX] LEGEND x/x/x XXXX 5 BLM 1009APrivate Accessa/a/aa/a/a1350 135 0 0(0)[0] 98(74)[19] 22(4)[7]0(0)[0] 21(42)[109] 0(9)[4]0(0)[1]0(1)[0]0(0)[0]3(10)[5]0(0)[0]4(7)[8] WPX Energy Trail Ridge Employee Housing Facility Traffic Impact Analysis Page 8 III. TRIP GENERATION A. Trip Generation and Distribution Operational information provided by the client was used to determine appropriate trip generation for this development. Trip generation volumes were estimated for both 2015 (during construction of the site) and after completion (once the site is up and running). There are three phases to the construction process: earthwork (20 days), wastewater system installation (7 days), and camp installation (2 days). Appendix C summarizes the traffic impacts of these phases. The earthwork portion of construction is projected to have the greatest traffic impact (estimated 20-day period) and was used for analysis. Additionally, activity data provided by WPX Energy and general assumptions used in determination of trip generation are summarized below. Construction (Earthwork Phase) – 2015 It is anticipated that the construction of the site will be finished in early-to-mid 2015. The trip making for this phase is shown in Appendix C and summarized as follows:  A maximum of 5 personnel truck trips will occur daily.  An estimated 6 heavy vehicles and 2 tandem dump trucks will arrive and stay on site for 20 days.  A tandem water truck will make 3 trips per day.  An estimated 270 truckloads of earthwork materials will be delivered to the site over a 20-day period (approximately 14 trucks/day in a 12-hour work day) Construction materials and equipment will be delivered to the site throughout each phase of construction. An approximate total of 2,516 PCE trips have been estimated, as shown in the spreadsheet provided in Appendix C. A conservative estimate was made in Table 2 of how many of these vehicle trips would occur during the three peak hours being analyzed. When using the above assumptions and construction traffic estimations, the site will generate a maximum of approximately 157 PCE trips per day in 2015, as seen in Table 2. Refer to the Traffic Worksheet in Appendix C for more information. Plant Operations and Maintenance  An estimated 24 workers will reside within the facility. Workers will be shuttled to the site, live, and work for extended periods of time. These traffic impacts are negligible.  It is estimated, conservatively, that there will be up to 34 round trips per month to the site after completion (approximately 1 trip per day). See the Traffic Worksheet in Appendix C for more information.  This amount of traffic is negligible and will not have significant impact on surrounding roadways. WPX Energy Trail Ridge Employee Housing Facility Traffic Impact Analysis Page 9 Table 2. Trip Generation Maximum Passenger Car Equivalent Trips Generated in Construction Phase (2015) Generator AM In AM Out Noon In Noon Out PM In PM Out Daily Trips Pick up & Delivery (Initial) 24 0 0 24 0 0 48 Cars & Pick Ups 5 0 0 0 0 5 10 Construction Materials 4 3 3 4 3 4 81 Water Trucks 3 3 3 3 3 3 18 Total 36 6 6 31 6 12 157 Figure 4 shows site generated traffic. It was assumed that most (80 percent) of the vehicles accessing the site would be oriented to the east on CR 5. This is the closest route to Rifle (and Meeker) where most of the off-site workers are expected to live and to I-70 where most of the deliveries will come from. The remaining 20 percent will be oriented to the west on CR 5, in the direction of Rangely. Analysis of existing roadways and traffic volumes indicates that traffic volumes will not increase substantially during construction or in the long term operation of this facility. Traffic volumes along RBCR 5 are expected to increase by a maximum of 157 PCE trips per day during the construction period and by a maximum of 1 to 2 vehicles per day in the long term operation. Comparing to collected daily traffic counts at the intersection of RBCR 5 and BLM 1009A results in an increase of approximately 8 percent during the construction phase and less than 0.1 percent in the long-term operation. At the intersection of RBCR 5 and State Highway 13, existing traffic volumes are approximately 3,900 vehicles per day. This results in a maximum projected increase of 3 percent. Additionally, traffic volumes are not projected to impact any municipal street plan within a one-mile radius of the site. WPX Energy Trail Ridge Employee Housing Facility Traffic Impact Analysis Page 10 IV. TOTAL TRAFFIC AND LEVELS OF SERVICE A. Traffic Volumes The addition of existing and site generated traffic yields the total traffic volumes used in this analysis. Figure 5 shows total traffic volumes. Passenger car equivalents were used in the analysis. B. Levels of Service Operational analysis was completed for total traffic volumes in 2015 for the RBCR 5/BLM 1009A intersection. The intersection of RBCR 5 and BLM 1009A was analyzed as a two-way stop- controlled intersection, with RBCR 5 traffic moving freely and BLM 1009A/Private Access traffic being stop-controlled. Figure 5 presents the resulting levels of service, and Appendix B includes the analysis worksheets. Traffic analysis was not completed for the operational phase of the facility because projected traffic volumes were approximately 1 to 2 vehicles per day. Auxiliary lane analysis was also completed for Total Traffic scenarios. In the AM peak hour, westbound left turn traffic volumes (51 vehicles per hour) again exceed the threshold for a left turn deceleration lane. However, as with existing traffic volumes, opposing traffic is lower than 100 vehicles per hour. This allows the left turn deceleration lane requirement to be waived. During the PM peak hour, westbound left turn traffic exceeds the threshold for a left turn deceleration lane (12 vehicles per hour). In this scenario, opposing traffic volumes are not below 100 vehicles per hour. As such, the auxiliary lane requirements cannot be waived. However, based on the short duration of these traffic conditions (20 days) and that the intersection operates at LOS A for all movements, it is not recommended that an auxiliary lane be required in the total traffic scenario. No other approaches have high enough volumes to warrant the addition of an auxiliary lane. The results of the analyses show that all turning movements operate at LOS A during all three peak hour periods in the total traffic scenario. Site Generated Trafﬁc (2015 Construction Phase - Earthwork) Figure 4 NORTH Trail Ridge Employee Housing Facility TIS, 14-360, 11/13/14 = AM(Noon)[PM] Peak Hour Traffic Volumes (PCE - Passenger Car Equivalents) = Daily Traffic Volumes = Site Trip Distribution XXX(XXX)[XX] LEGEND XX% XXXX 5 BLM 1009A80% 20% 29(5)[5]7(1)[1]1(6)[2]5(25)[10]18 74 Total Trafﬁc Conditions (2015 Construction Phase - Earthwork) Figure 5 NORTH Trail Ridge Employee Housing Facility TIS, 14-360, 11/13/14 = AM(Noon)[PM] Peak Hour Traffic Volumes (PCE - Passenger Car Equivalents) = Daily Traffic Volumes = AM/Noon/PM Peak Hour Unsignalized Intersection Level of Service = Stop Sign XXX(XXX)[XXX] LEGEND x/x/x XXXX 1368 142 4 5 BLM 1009Aa/a/aa/a/a0(0)[0] 98(74)[19] 51(9)[12]0(0)[0] 21(42)[109] 7(10)[5]0(0)[1]0(1)[0]0(0)[0]4(16)[7]0(0)[0]9(32)[14] WPX Energy Trail Ridge Employee Housing Facility Traffic Impact Analysis Page 13 V. SUMMARY / CONCLUSIONS The results of the LOS analyses show that traffic operations at the intersection of RBCR 5 and BLM 1009A will not be negatively impacted by the development of the WPX Energy Trail Ridge Employee Housing Facility. This intersection will operate at an LOS A during all peak hours for existing and total traffic scenarios with the existing lane configuration. No auxiliary lanes are necessary to maintain acceptable LOS or to meet auxiliary lane requirements. WPX Energy Trail Ridge Employee Housing Facility Traffic Impact Analysis Appendix A APPENDIX A. TRAFFIC COUNTS Phil Vaughan Construction Management, Inc. Traffic Counting Nomenclature Car Column Car, Pickup, Van or Mini-van is simply a tick mark in the Car column. M= motorcycle Truck Column Truck- Truck with 4 axles or more (i.e. semi-truck with trailer.) (Count the wheels on 1 side of the vehicle to determine the number of axles) W= Water truck with 3 axles B= Bus C= Crane (Note the number of wheels on 1 side of the crane to determine the number of axles and note this after “C”) Example: C-6 G= Gravel hauling dump truck GB= Bottom dumping semi-trailer gravel hauler ~1 ' -("') 1• r· 1 .. ~ ~ ~ ' :-- ""' ( \ \ \ \ ' I NAME____________________WPX ENERGY TRAIL RIDGE EMPLOYEE HOUSING FACILITYRBCR 5 and BLM 1009A24 hour countDATE______________TIMEAB C D E F G H I J K L 10/21/2014 6:00 6:00 CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK THROUGH 21 2 20201000400000000000006:15 THROUGH 17 T-1 103000006T-10000000000006:30 THROUGH8040100000300000000000006:45 THROUGH 24 W-1 40200000200000000000007:00 THROUGH 6 T-4 3 T-1000010100000000000007:15 THROUGH 6 T-1,C-1 3 T-10000002W-10000000000007:30THROUGH 9 T-1 2 T-1000000200000000000007:45THROUGH 10 0 000000004W-10000000000008:00 THROUGH 10 0 1 T-1 0 0 0 T-120000000000000008:15THROUGH 15 T-1 30000000100000000000008:30THROUGH 13 T-2 40100000000000000000008:45THROUGH 11 T-1 50001T-100100000000000009:00 CDEFGH IJKLCAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCKTHROUGH 9:1510601000300T-1000000000000THROUGH 9:30303T-13W-1000010000000000000THROUGH 9:4510 T-1,W-1 2 0100T-1200T-1000000000000THROUGH 10:00604000100010000000000000THROUGH 10:1513 T-2 3 T-1000T-10010000000000000THROUGH 10:305W-19T-1000W-10010000000000000THROUGH 10:45 9 0 8 T-2,W-1 0 T-1000000000000000000THROUGH 11:005T-11000T-10T-22000000000000000THROUGH 11:15 11 T-1 3 W-100004030000000000000THROUGH 11:30101000000000000000000000THROUGH 11:4560500T-10T-31000000000000000THROUGH 12:00 6 T-2 5 000000T-120000000000000THROUGH 12:15 7 T-1 5 T-1 0 W-1000000000010000000AB NAME____________________WPX ENERGY TRAIL RIDGE EMPLOYEE HOUSING FACILITYRBCR 5 and BLM 1009A24 hour countDATE______________THROUGH 12:306W-15T-30T-10T-10000000000000000THROUGH 12:45 5 T-1 5 W-100001000000000000000THROUGH 13:005T-14T-20T-1001000000000000000THROUGH 13:157010000T-1,W-10000000000000000THROUGH 13:309T-150101T-10020000000000000THROUGH 13:45 6 T-2 8 T-1 0 T-1 0 T-13000000000000000THROUGH 14:00 10 T-7 6 0 0 T-1 0 T-30000000000000000 CDEFGH IJKLCAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCKTHROUGH 14:152 T-1 1 W-100000000000000000000THROUGH 14:30309T-100000000000000100000THROUGH 14:45 3 0 8 T-100000T-100000000000000THROUGH 15:002080 0T-100100000 000000000THROUGH 15:15 7 W-1 7 T-2 0 T-1 1 T-10000000000000000THROUGH 15:30 8 T-1 14 T-200002000000000000000THROUGH 15:4514 0 17 000000000000000000000THROUGH 16:00 7 0 17 W-100000000000000000000THROUGH 16:15 3 T-1,W-1 12 T-10T-1000000000000000000THROUGH 16:30 2 0 13 T-10T-20T-12000000010000000THROUGH 16;45 8 T-2 18 T-1,W-1002T-15020000010100000THROUGH 17:00 0 T-1 2 000000000000000000000THROUGH 17:15 5 T-1 2 T-1000T-130000000 0000000THROUGH 17:30 7 0 8 T-21 0T-10000000000100000THROUGH 17:45 7 0 6 T-3,W-1000T-10000000000000000THROUGH 18:00200000000000000000000000THROUGH 18:15 1 0 11 T-100000000000000000000THROUGH 18:30 0 T-3 3 T-2000000000000000000 0THROUGH 18:45101000000000000000000000THROUGH 19:00 0 T-1 2 000000000000000000000THROUGH 19:15 0 T-1 4 T-100001010000000000000THROUGH 19:30201000000000000000000000AB NAME____________________WPX ENERGY TRAIL RIDGE EMPLOYEE HOUSING FACILITYRBCR 5 and BLM 1009A24 hour countDATE______________THROUGH 19:45100000000010000000000000THROUGH 20:000T-21000000000000000000000THROUGH 20:15 3 T-4 0000000000000000000000THROUGH 20:300T-10000000000000000000000THROUGH 20:45200000000000000000000000THROUGH 21:00 2 T-1 0000000000000000000000 CDEFGH IJKLCAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCKTHROUGH 21:15000000000000000000000000THROUGH 21:30000000000000000000000000THROUGH 21:45001010000000000000000000THROUGH 22:00100000000000000000000000THROUGH 22:15 0 T-1 0000000000000000000000THROUGH 22:30000000000000000000000000THROUGH 22:45000000000000000000000000THROUGH 23:00000000000000000000000000THROUGH 23:15 0 T-1 1000000000000000000000THROUGH 23:30100000000000000000000000THROUGH 23:45100000000000000000000000THROUGH 24:000T-20T-100000000000000000000TIME A B C D E F G H I J K L 10/17/2014 0:00 0:00 CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK THROUGH0010000000000000000000000:15 THROUGH 0 0 1 T-3000000000000000000000:30 THROUGH 0 0 1 T-1000000000000000000000:45 THROUGH2000000020000000000000001:00 THROUGH 1 T-2 1 T-2000000000000000000001:15 THROUGH0000000000000000000000001:30THROUGH 1 T-1 00000000000000000000001:45THROUGH0000000000000000000000002:00 THROUGH100000000000000000000000AB NAME____________________WPX ENERGY TRAIL RIDGE EMPLOYEE HOUSING FACILITYRBCR 5 and BLM 1009A24 hour countDATE______________2:15THROUGH0000000000000000000000002:30THROUGH 0 0 0 T-1000000000000000000002:45THROUGH0000000000000000000000003:00TIME A B C D E F G H I J K L 3:00 CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK THROUGH 0 T-1 00000000000000000000003:15 THROUGH0000000000000000000000003:30 THROUGH0000000000000000000000003:45 THROUGH 0 0 0 T-1000000000000000000004:00 THROUGH2000000000000000000000004:15 THROUGH0000000000000000000000004:30THROUGH 2 T-6 00000000000000000000004:45THROUGH5010000020000000000000005:00 THROUGH5010001000000000000000005:15THROUGH2000000000000000000000005:30THROUGH 4 T-2 80000000200000000000005:45THROUGH8080000000000000000000006:00 NAME____________________WPX ENERGY TRAIL RIDGE EMPLOYEE HOUSING FACILITYRBCR 5 and BLM 1009A24 hour countDATE______________TIMEAB C D E F G H I J K L 10/21/2014 6:00 6:00 CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK THROUGH 11 T-1 50101000100000000000006:15 THROUGH 12 T-1 4 T-1100000700000000000006:30 THROUGH 6 T-2 20200000100000000000006:45 THROUGH 21 T-1,W-1 30002000600000000000007:00 THROUGH 8 T-7 4 T-1000000300000000000007:15 THROUGH 12 T-4 4 T-1001000200000000000007:30THROUGH 6 T-4 400000402T-1,W-20000000000007:45THROUGH 6 T-1 3 T-1004000000000000000008:00 THROUGH 17 T-2 5 T-2000000100000000000008:15THROUGH 12 T-1,W-2 4 T-3 1 T-10000300000000000008:30THROUGH 6 T-1 2 T-1100000100000000000008:45THROUGH 7 T-1 2 T-4 1 W-110001W-10000000000009:00 CDEFGH IJKLCAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCKTHROUGH 9:159 T-4,D-1 6 T-110100000000000000000THROUGH 9:30806T-100001010000000000000THROUGH 9:458 T-2 10 T-300100020000010000000THROUGH 10:00 6 T-3 5 T-1001W-21010000000000000THROUGH 10:157 T-2 6 T-100002020000000000000THROUGH 10:303T-11T-110101010000010100000THROUGH 10:45 3 T-3,BD-2 5 0 0 T-1101000000000000000THROUGH 11:005 T-1, C5 6 T-2,BD-120101010000000000000THROUGH 11:15 7 T-1 6 T-3,BD-100301000000000000000THROUGH 11:30 3 0 9 T-20W-200000T-1 000000000000THROUGH 11:455 T-3,BD-1 8 T-1002T-10020000000000000THROUGH 12:00 5 T-2,W-1 2 000200010000000000000THROUGH 12:15 8 T-4,W-1 4 T-5 0 T-2000010000000000000AB NAME____________________WPX ENERGY TRAIL RIDGE EMPLOYEE HOUSING FACILITYRBCR 5 and BLM 1009A24 hour countDATE______________THROUGH 12:3010T-37010002000000000000000THROUGH 12:45 4 T-2 6010101T-110000000001000THROUGH 13:007T-54T-2101W-21020000000000000THROUGH 13:15 6 T-3 6 T-110200T-100100000000000THROUGH 13:309T-113T-110101000000000000010THROUGH 13:45 2 0 6 T-100100000000000100000THROUGH 14:00 1 T-1 5 T-110100000000000000000 CDEFGH IJKLCAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCKTHROUGH 14:154 T-2 4 T-3, C400202010000000000000THROUGH 14:30309T-100000010000000000000THROUGH 14:45 3 0 8 T-100000T-100000000100000THROUGH 15:002080 0T-100100000 000000000THROUGH 15:15 1 T-1 4 W-110200000000000000000THROUGH 15:30 5 T-1 16 T-110002000000000000000THROUGH 15:450 0 18 T-100304010000000100000THROUGH 16:00 4 0 18 T-2,W-230100010000000000000THROUGH 16:15 5 0 16 T-1,W-310102020000000000000THROUGH 16:30 10 0 15 T-50000200T-1000000000000THROUGH 16;45 8 T-1 8 T-200101000000000000000THROUGH 17:00 2 T-1,W-1 6 T-110004010000000000000THROUGH 17:15 4 0 11 T-2000T-120000000 0000000THROUGH 17:30 2 T-1 10 T-21 304000000000000000THROUGH 17:45 1 0 4 W-11W-1103000000000000000THROUGH 18:00 4 T-2 2 000004W-200000000000000THROUGH 18:15 0 0 11 T-100000000000000000000THROUGH 18:30003000000000000000000000THROUGH 18:45 0 0 4 T-230002000000000000000THROUGH 19:00 0 T-2 7 T-100001000000000000000THROUGH 19:15 0 W-1 5 T-1 0 0 0 T-11000000000000000THROUGH 19:300010T-300001000000000000000AB NAME____________________WPX ENERGY TRAIL RIDGE EMPLOYEE HOUSING FACILITYRBCR 5 and BLM 1009A24 hour countDATE______________THROUGH 19:45 0 0 2 T-100000000000000000000THROUGH 20:00204T-300000000000000000000THROUGH 20:15 0 T-1 1000000000000000000000THROUGH 20:30001000000000000000000000THROUGH 20:45 0 T-1 0000000000000000000000THROUGH 21:00000000000000000000000000 CDEFGH IJKLCAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCKTHROUGH 21:151 T-1 0 000000000000000000000THROUGH 21:300 T-2,W-1 0000000000000000000000THROUGH 21:45100000000000000000000000THROUGH 22:00200000000000000000000000THROUGH 22:15100000000000000000000000THROUGH 22:30101000000000000000000000THROUGH 22:45100000000000000000000000THROUGH 23:00 1 0 0 T-100 00000000000000000THROUGH 23:15 0 0 0 T-100000000000000000000THROUGH 23:30000T-100000000000000000000THROUGH 23:45 0 T-1 0000000000000000000000THROUGH 24:00000000000000000000000000TIME A B C D E F G H I J K L 10/22/2014 0:00 0:00 CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK THROUGH 0 T-1 0 T-1000000000000000000000:15 THROUGH2000000000000000000000000:30 THROUGH0000000000000000000000000:45 THROUGH2010000010000000000000001:00 THROUGH0000000000000000000000001:15 THROUGH 0 0 0 T-1000000000000000000001:30THROUGH0000000000000000000000001:45THROUGH 0 0 1 T-1100000000000000000002:00 THROUGH 0 T-1 1 T-100000000000000000000AB NAME____________________WPX ENERGY TRAIL RIDGE EMPLOYEE HOUSING FACILITYRBCR 5 and BLM 1009A24 hour countDATE______________2:15THROUGH 0 0 0 T-1000000000000000000002:30THROUGH0000000000000000000000002:45THROUGH1010100000000000000000003:00TIME A B C D E F G H I J K L 3:00 CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK CAR TRUCK THROUGH 0 0 1 T-1000000000000000000003:15 THROUGH0000000000000000000000003:30 THROUGH0000000000000000000000003:45 THROUGH1010000000000000000000004:00 THROUGH 1 0 0 T-1000000000000000000004:15 THROUGH2000000000000000000000004:30THROUGH2000100000100000000000004:45THROUGH0020 0T-10000000000000000005:00 THROUGH1010000000000000000000005:15THROUGH6000000000000000000000005:30THROUGH 10 T-1 10101000000000000000005:45THROUGH6T-110000000200000000000006:00 WPX Energy Trail Ridge Employee Housing Facility Traffic Impact Analysis Appendix B APPENDIX B. LEVEL OF SERVICE ANALYSIS WORKSHEETS HCM 2010 TWSC WPX Energy Trail Ridge Employee Housing Facility 1: BLM 1009A/Private Access & County Road 5 11/14/2014 WPX Energy Trail Ridge Employee Housing Facility 10/21/2014 Existing Conditions AM Synchro 8 Report FHU Page 1 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 21 0 22 98 0 3 0 4 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 23 0 24 107 0 3 0 4 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 107 0 0 23 0 0 177 177 23 179 177 107 Stage 1 - - - - - - 23 23 - 154 154 - Stage 2 - - - - - - 154 154 - 25 23 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1484 - - 1592 - - 785 717 1054 783 717 947 Stage 1 - - - - - - 995 876 - 848 770 - Stage 2 - - - - - - 848 770 - 993 876 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1484 - - 1592 - - 775 706 1054 770 706 947 Mov Cap-2 Maneuver - - - - - - 775 706 - 770 706 - Stage 1 - - - - - - 995 876 - 848 758 - Stage 2 - - - - - - 834 758 - 989 876 - Approach EB WB NB SB HCM Control Delay, s 0 1.3 9 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 913 1484 - - 1592 - - - HCM Lane V/C Ratio 0.008 - - - 0.015 - - - HCM Control Delay (s) 9 0 - - 7.3 0 - 0 HCM Lane LOS A A - - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - - HCM 2010 TWSC WPX Energy Trail Ridge Employee Housing Facility 1: BLM 1009A/Private Access & County Road 5 11/14/2014 WPX Energy Trail Ridge Employee Housing Facility 10/21/2014 Existing Conditions Noon Synchro 8 Report FHU Page 1 Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 42 9 4 74 0 10 0 7 0 1 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 46 10 4 80 0 11 0 8 0 1 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 80 0 0 55 0 0 141 140 51 143 144 80 Stage 1 - - - - - - 51 51 - 89 89 - Stage 2 - - - - - - 90 89 - 54 55 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1518 - - 1550 - - 829 751 1017 826 747 980 Stage 1 - - - - - - 962 852 - 918 821 - Stage 2 - - - - - - 917 821 - 958 849 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1518 - - 1550 - - 826 749 1017 818 745 980 Mov Cap-2 Maneuver - - - - - - 826 749 - 818 745 - Stage 1 - - - - - - 962 852 - 918 819 - Stage 2 - - - - - - 913 819 - 951 849 - Approach EB WB NB SB HCM Control Delay, s 0 0.4 9.1 9.8 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 895 1518 - - 1550 - - 745 HCM Lane V/C Ratio 0.021 - - - 0.003 - - 0.001 HCM Control Delay (s) 9.1 0 - - 7.3 0 - 9.8 HCM Lane LOS A A - - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 HCM 2010 TWSC WPX Energy Trail Ridge Employee Housing Facility 1: BLM 1009A/Private Access & County Road 5 11/14/2014 WPX Energy Trail Ridge Employee Housing Facility 10/21/2014 Existing Conditions PM Synchro 8 Report FHU Page 1 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 109 4 7 19 0 5 0 8 0 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 118 4 8 21 0 5 0 9 0 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 21 0 0 123 0 0 157 157 121 161 159 21 Stage 1 - - - - - - 121 121 - 36 36 - Stage 2 - - - - - - 36 36 - 125 123 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1595 - - 1464 - - 809 735 930 804 733 1056 Stage 1 - - - - - - 883 796 - 980 865 - Stage 2 - - - - - - 980 865 - 879 794 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1595 - - 1464 - - 804 731 930 793 729 1056 Mov Cap-2 Maneuver - - - - - - 804 731 - 793 729 - Stage 1 - - - - - - 883 796 - 980 860 - Stage 2 - - - - - - 973 860 - 871 794 - Approach EB WB NB SB HCM Control Delay, s 0 2 9.2 8.4 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 877 1595 - - 1464 - - 1056 HCM Lane V/C Ratio 0.016 - - - 0.005 - - 0.001 HCM Control Delay (s) 9.2 0 - - 7.5 0 - 8.4 HCM Lane LOS A A - - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 HCM 2010 TWSC WPX Energy Trail Ridge Employee Housing Facility 1: BLM 1009A/Private Access & County Road 5 11/14/2014 WPX Energy Trail Ridge Employee Housing Facility 10/21/2014 Total Traffic Conditions AM Synchro 8 Report FHU Page 1 Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 21 7 51 98 0 4 0 9 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 23 8 55 107 0 4 0 10 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 107 0 0 30 0 0 244 244 27 249 247 107 Stage 1 - - - - - - 27 27 - 217 217 - Stage 2 - - - - - - 217 217 - 32 30 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1484 - - 1583 - - 710 658 1048 705 655 947 Stage 1 - - - - - - 990 873 - 785 723 - Stage 2 - - - - - - 785 723 - 984 870 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1484 - - 1583 - - 690 634 1048 679 631 947 Mov Cap-2 Maneuver - - - - - - 690 634 - 679 631 - Stage 1 - - - - - - 990 873 - 785 696 - Stage 2 - - - - - - 756 696 - 975 870 - Approach EB WB NB SB HCM Control Delay, s 0 2.5 9 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 904 1484 - - 1583 - - - HCM Lane V/C Ratio 0.016 - - - 0.035 - - - HCM Control Delay (s) 9 0 - - 7.4 0 - 0 HCM Lane LOS A A - - A A - A HCM 95th %tile Q(veh) 0 0 - - 0.1 - - - HCM 2010 TWSC WPX Energy Trail Ridge Employee Housing Facility 1: BLM 1009A/Private Access & County Road 5 11/14/2014 WPX Energy Trail Ridge Employee Housing Facility 10/21/2014 Total Traffic Conditions Noon Synchro 8 Report FHU Page 1 Intersection Int Delay, s/veh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 42 10 9 74 0 16 0 32 0 1 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 46 11 10 80 0 17 0 35 0 1 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 80 0 0 57 0 0 152 151 51 168 157 80 Stage 1 - - - - - - 51 51 - 100 100 - Stage 2 - - - - - - 101 100 - 68 57 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1518 - - 1547 - - 815 741 1017 796 735 980 Stage 1 - - - - - - 962 852 - 906 812 - Stage 2 - - - - - - 905 812 - 942 847 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1518 - - 1547 - - 810 736 1017 765 730 980 Mov Cap-2 Maneuver - - - - - - 810 736 - 765 730 - Stage 1 - - - - - - 962 852 - 906 806 - Stage 2 - - - - - - 897 806 - 910 847 - Approach EB WB NB SB HCM Control Delay, s 0 0.8 9.1 9.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 937 1518 - - 1547 - - 730 HCM Lane V/C Ratio 0.056 - - - 0.006 - - 0.001 HCM Control Delay (s) 9.1 0 - - 7.3 0 - 9.9 HCM Lane LOS A A - - A A - A HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0 HCM 2010 TWSC WPX Energy Trail Ridge Employee Housing Facility 1: BLM 1009A/Private Access & County Road 5 11/14/2014 WPX Energy Trail Ridge Employee Housing Facility 10/21/2014 Total Traffic Conditions PM Synchro 8 Report FHU Page 1 Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 109 5 12 19 0 7 0 14 0 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 118 5 13 21 0 8 0 15 0 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 21 0 0 124 0 0 168 168 121 176 171 21 Stage 1 - - - - - - 121 121 - 47 47 - Stage 2 - - - - - - 47 47 - 129 124 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1595 - - 1463 - - 796 725 930 786 722 1056 Stage 1 - - - - - - 883 796 - 967 856 - Stage 2 - - - - - - 967 856 - 875 793 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1595 - - 1463 - - 790 718 930 768 716 1056 Mov Cap-2 Maneuver - - - - - - 790 718 - 768 716 - Stage 1 - - - - - - 883 796 - 967 848 - Stage 2 - - - - - - 957 848 - 861 793 - Approach EB WB NB SB HCM Control Delay, s 0 2.9 9.2 8.4 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 878 1595 - - 1463 - - 1056 HCM Lane V/C Ratio 0.026 - - - 0.009 - - 0.001 HCM Control Delay (s) 9.2 0 - - 7.5 0 - 8.4 HCM Lane LOS A A - - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 WPX Energy Trail Ridge Employee Housing Facility Traffic Impact Analysis Appendix C APPENDIX C. TRAFFIC WORKSHEETS WPX Energy Trail RidgeEmployee Housing FacilityAppendix C 114360‐01Trip Generation SummariesDescription Total Trips (PCE) (In and Out) Vehicle Type Average OccuranceHeavy Equipment Delivery 96 Large Truck Half on Day 1 and Half on Day 20Personel 200 Passenger Car/Truck 10 PCE per day Tandem Water Trucks 360 Large Truck 18 PCE per dayRoad Materials Trucks 1620 Large Truck 81 PCE per dayEarthwork Subtotal 2276 (113 per day average)Description Total Trips (PCE) (In and Out) Vehicle Type Average OccuranceWastewater Tank Delivery 6 Large Truck Day 1Personel 14 Passenger Car/Truck 2 PCE per dayMaterial Delivery 150 Large Truck 21‐22 PCE per dayWastewater Subtotal 170 (24‐25 per day)Description Total Trips (PCE) (In and Out) Vehicle Type Average OccuranceHousing Unit and Material Delivery 54 Large Truck 27 PCE per dayPersonel 16 Passenger Car/Truck 8 PCE per dayCamp Installation Subtotal70 (35 per day)Construction Phase Total 2516Description Round Trips (Vehicles) Vehicle Type Average OccuranceFull Time Personel 3 Passenger Car/Truck 3 vehicles per three week periodFood Delivery 1 Large Truck 1 vehicle per weekPotable Water Delivery 4 Large Truck 4 vehicles per weekGenerator Fuel Delivery 2 Large Truck 2 vehicles per weekKitchen Grease Recovery 1 Large Truck 1 vehicles per monthOther Traffic 1 Passenger Car/Truck 1 vehicle per weekCamp Operations Total 34Earthwork (20 days)Camp Installation (2 days)Camp OperationsOperational PhaseConstruction PhaseAverage vehicles per monthWastewater System Installation (7 days)