Document Monument_doc_61a660ad9a

NOVEMBER 13, 2024 LSC Transportation Consultants Prepared by: Kirstin D. Ferrin, P.E. Reviewed by: Jeffrey C. Hodsdon, P.E. LSC #S234421 Monument Marketplace North Lot No. 5A Proposed Panda Express Updated Traffic Impact Study Prepared for: Ms. Mary Clare Amer, P.E. Wallace Design Collective 1703 Wyandotte Street Kansas City, MO 64108 ---PAGE BREAK--- CONTENTS REPORT CONTENTS 4 PREVIOUS AREA TRAFFIC REPORTS AND MEMORANDA 5 SITE LAND USE 7 Currently Proposed Land Use 7 Access Sight Distance Analysis 7 Intersection (and Driveway) Sight Distance 7 Stopping Sight Distance Approaching an 7 TRIP GENERATION 8 Lot 5A Panda Express Trip Generation Estimate 9 Monument Marketplace North Overall Development Trip Generation 10 Passby and Diverted Trips 10 EXISTING ROAD AND TRAFFIC CONDITIONS 11 Alternative Mode Facilities 11 Existing Traffic Volumes 11 Existing Levels of Service 12 Jackson Creek Parkway/Strata Road 12 Jackson Creek Parkway/Harness Road 12 Harness Road/Cinematic View 13 Monument Marketplace (Walmart) North Drive/Cinematic View 13 Jackson Creek Parkway/ Monument Marketplace (Walmart) North Drive 13 FUTURE BACKGROUND CONDITIONS 13 Short-Term (Year 2028) Background Traffic 13 2044 Background Traffic 13 TRIP DISTRIBUTION AND ASSIGNMENT 14 TOTAL TRAFFIC 14 Short-Term Total Traffic Volumes 14 2044 Total Traffic Volumes 14 LEVEL OF SERVICE ANALYSIS 15 Jackson Creek Parkway/Harness Road 15 Harness Road/Cinematic View 15 Cinematic View/Site Access 15 ---PAGE BREAK--- Monument Marketplace (Walmart) North Drive/Cinematic View 15 Jackson Creek Parkway/ Monument Marketplace (Walmart) North Drive 15 Jackson Creek Parkway/Strata Drive 15 TRAFFIC-SIGNAL WARRANT ANALYSIS 16 Warrant 1, Eight-Hour Vehicular Volume 16 Warrant 2, Four-Hour Vehicular Volume 16 VEHICLE QUEUING ANALYSIS 17 Queuing Analysis Terminology 17 Queuing Analysis 18 Queuing Analysis Findings and Associated Recommendations 18 Recommended Auxiliary Turn-Lane Improvements 18 FINDINGS/CONCLUSIONS 18 Trip Generation 18 Future Intersection Traffic Control 19 Level of Service 19 Queuing Analysis Findings and Associated Recommendations 19 Enclosures: 20 Tables 1a, 1b, 2a, 2b, and 4 Figures 1-11 Figure 2 Site Plan taken from the Monument Marketplace North Update Traffic Impact Analysis Traffic Count Reports Level of Service Reports Queuing Reports ---PAGE BREAK--- November 13, 2024 Ms. Mary Clare Amer, P.E. Wallace Design Collective 1703 Wyandotte Street Kansas City, MO 64108 RE: Monument Marketplace North Lot No. 5A Proposed Panda Express Traffic Impact Study Monument, Colorado LSC #S234421 Dear Ms. Amer: In response to your request, LSC Transportation Consultants, Inc. has prepared this updated traffic impact study (TIS) for a Panda Express restaurant with drive-through window proposed for Lot 5A of the Monument Marketplace North development. As shown in Figure 1, the Monument Marketplace North development is located southwest of Jackson Creek Parkway and Harness Road. The previous report for this project was a Trip Generation Memo dated April 12, 2024 minor revision August 30, 2024). This “full TIS” has been prepared as required by the Town of Monument. REPORT CONTENTS The preparation of this report included the following: • An inventory of existing roadway and traffic conditions on the adjacent and nearby roadway system, including surface conditions, functional classification, widths, pavement markings, traffic-control signs, posted speed limits, intersection and access spacing, roadway and intersection alignments, roadway grades, and auxiliary turn lanes; • Current, October 2024 weekday morning and evening peak-hour turning-movement traffic counts at the study area intersections; LSC TRANSPORTATION CONSULTANTS, INC. 2504 East Pikes Peak Avenue, Suite 304 Colorado Springs, CO 80909 (719) 633-2868 FAX (719) 633-5430 E-mail: Website: ---PAGE BREAK--- Ms. Mary Clare Amer Page 5 November 13, 2024 Monument Marketplace Lot 5A - Panda Express Trip Generation Memo • Projections of short-term and 20-year background traffic volumes on the study-area streets; • The proposed site land use; • Estimates of average weekday and weekday peak-hour trip generation for the proposed Panda Express restaurant development; • Assignment of the site-generated traffic to the roadway network; • Projected resulting total peak-hour intersection traffic volumes at the study area intersections; • Projected total daily (AWT) volumes on the study-area streets; • Intersection level of service analysis at the study intersections for both background and total traffic scenarios; and • Findings and recommendations. PREVIOUS AREA TRAFFIC REPORTS AND MEMORANDA The studies and memoranda listed below, in addition to Trip Generation Memo for this project (dated April 12, 2024 minor revision August 30, 2024)), have been submitted within the past five years for projects in the vicinity of the site. LSC’s prior studies included trips estimated to be generated by land uses within the Monument Marketplace North development. The following list of LSC reports describes the changes in the Monument Marketplace North land uses assumed in each report. A copy of the figure showing the original site plan taken from the Monument Marketplace North Update Traffic Impact Analysis, June 3, 2019 with updated notes detailing the latest changes to the lot land uses has been attached for reference. • Monument Marketplace North Updated Traffic Impact Analysis (TIA), June 3, 2019 o Land Uses Assumed Included: ▪ 25,000 square feet of office space (including a film studio no longer part of Monument Marketplace North) ▪ 61,000 square feet of medical office space (Lot 1) ▪ 6,900 total square feet of fast-food restaurant floor area (two buildings) (Lots 2 & 3) ▪ 9,100 square feet of general retail (Old Lot 4) ▪ 3,600 square-foot sit-down restaurant (Old Lot 5) ▪ 4,050 square-foot gas station (Lot 6) • Village at Jackson Creek Traffic Impact Study, July 1, 2021 o The parcel that was assumed to be developed as medical office in the Monument Marketplace North TIA is now included as part of Village at Jackson Creek as Parcel o No other changes to the land uses assumed within Monument Marketplace North were assumed in the background traffic calculations. • Watermark at Jackson Creek Apartments Updated Traffic Impact Study, March 17, 2022 o The following land-use changes to parcels within Monument Marketplace North were assumed in the background trip calculations. ---PAGE BREAK--- Ms. Mary Clare Amer Page 6 November 13, 2024 Monument Marketplace Lot 5A - Panda Express Trip Generation Memo ▪ The film studio is no longer planned. Without the film studio the maximum size of the office building on Lot 2 is now assumed to be 15,000 square feet. ▪ The maximum size of the two fast-food restaurants on Lots 2 and 3 was reduced to a total of 6,000 square feet. ▪ The parcels that were assumed to be developed with a 9,100-square-foot retail building and a 3,600-square-foot sit-down restaurant (Old Lots 4 & 5) in the Monument Marketplace North TIA were consolidated to a single parcel that was assumed to be developed with a 9,600-square-foot retail building. ▪ The parcel previously assumed as a gas station (Lot 6) was developed with a car wash (at the date of this report, the car wash is open and operating). o At the date of this report the proposed multi-family development has been constructed and is at least partially occupied. • Monument Marketplace North Lot 3 Traffic Impact Compliance Memo, November 7, 2022 o One of the parcels (Lot 3) previously assumed to be developed with a 3,000-square-foot fast-food restaurant was proposed to be developed with a 2,443-square-foot Kentucky Fried Chicken (KFC) o At the date of this report the restaurant is open and operating. • Monument Marketplace North Lot 2 Trip Generation Memo, October 1, 2024 o Lot 2, previously assumed to be developed with 3,000 square foot fast food restaurant, was proposed to be developed with a 6,250 square foot “tenant retail” building. Two currently-anticipated occupants of this building are planned to be a Dairy Queen restaurant with drive-through, which will occupy 2,200 square feet, and a Subway restaurant, which will occupy 1,400 square feet. A tenant has not been identified for the remaining 2,650 square foot unit. This report assumes general “strip retail” use for this remaining unit. Reports prepared by others: • Monument Marketplace Ziggi’s Coffee Traffic Generation Analysis by SM Rocha, LLC October 25, 2023 o The parcel assumed (in earlier LSC reports) to be developed with a maximum of 9,600 square feet of retail floor space (Old Lots 4 and 5) was proposed to be replated as Monument Marketplace North Fil No. 1A Lots 4A (0.896 acres) and 5A (1.08 acres). The north parcel (Lot 4A) is proposed to be developed as a 2,200-square-foot coffee shop with drive-through window. Based on a prorated square-foot calculation, the proposed coffee shop would replace about 4,350 square feet of the retail space assumed for old Lots 4 and 5. o At the date of this report the coffee shop has not been constructed. ---PAGE BREAK--- Ms. Mary Clare Amer Page 7 November 13, 2024 Monument Marketplace Lot 5A - Panda Express Trip Generation Memo SITE LAND USE Currently Proposed Land Use A 2,600 square-foot Panda Express restaurant with drive-through window is proposed for the 1.08-acre Lot 5A of the Monument Marketplace North development. Monument Marketplace North (MMN) is located southwest of the Jackson Creek Parkway/Harness Road intersection. Figure 2 shows the proposed site plan. Currently, two other lots within MMN have been developed. These include a car wash (Lot 6) and a KFC restaurant (Lot Two others are in- process for development. These include a coffee shop (Lot 4A) and a “tenant retail” building (Lot Based on a prorated square-foot calculation, the proposed Panda Express restaurant would replace about 5,250 square feet of the retail floor space assumed for old Lots 4 and 5 in previously approved reports. Access Sight Distance Analysis Intersection (and Driveway) Sight Distance Figure 3 shows the required intersection sight distance at the site-access point. Based on a design speed of 25 miles per hour (mph) and the Town criteria (references are shown on the figure), the required intersection sight distance at the site-access point is 280 feet. The sight distance has been field-checked and meets the criteria. There is a vertical curve on Cinematic View just south of the proposed access point location, but it does not limit the line of sight to approaching northbound vehicles. The line of sight to the north is unobstructed to the Harness Road intersection. Please refer to Figure 3 for details. The lines of sight at the access-point intersection will need to be kept clear of any sight-distance obstructions. This includes roadside vegetation, landscaping, signage, parking areas, etc. proposed for the development on the plans, and in perpetuity. Stopping Sight Distance Approaching an Intersection/Driveway Figure 3 also shows the required stopping sight distance along Cinematic View for motorists approaching the access point from the north and south. Based on a design speed of 25 miles per hour (mph) and the Town criteria, the stopping sight distance approaching the site-access point exceeds the 155’ requirement for southbound traffic and the 143’ requirement for northbound traffic (adjusted for upgrade of over 3 percent). ---PAGE BREAK--- Ms. Mary Clare Amer Page 8 November 13, 2024 Monument Marketplace Lot 5A - Panda Express Trip Generation Memo TRIP GENERATION The estimates of additional vehicle trips expected to be generated by the proposed Panda Express utilizing ITE Land Use 934 fast-food restaurant with drive through have been made using the nationally-published trip-generation rates found in Trip Generation, 11th Edition, 2021 by the Institute of Transportation Engineers (ITE). The Panda Express restaurant is marketed, with some references, as a “fast-casual” restaurant and several characteristics of the business are more like ITE Land Use 930 Fast Casual Restaurant. However, given the proposed drive-through lanes, LSC has utilized Land Use 934 trip-generation rates, which may be conservative. The trip-generation rates for Land Use 930 are lower than for Land Use 934. Below is the description for two potential categories, Land Use 930: Fast-Casual Restaurant and Land Use 934: Fast-Food Restaurant with Drive-Through Window. These descriptions are from Trip Generation Manual 11th Edition • Volume 5 (by the Institute of Transportation Engineers). Land Use 930: Fast Casual Restaurant A fast casual restaurant is a sit-down restaurant with no (or very limited) wait staff or table service. A customer typically orders off a menu board, pays for food before the food is prepared, and seats themselves. The menu generally contains higher-quality, made-to-order food items with fewer frozen or processed ingredients than at a fast-food restaurant. Most patrons eat their meal within the restaurant, but a significant proportion of the restaurant sales can be carry-out orders. A fast casual restaurant typically serves lunch and dinner; some serve breakfast. A typical duration of stay for an eat-in customer is 40 minutes or less. The fast casual restaurant study sites included in this land use did not have a drive-through window. Land Use 934: Fast Food Restaurant with Drive Through Window This land use includes any fast-food restaurant with a drive-through window. This type of restaurant is characterized by a large drive-through and large carry-out clientele, long hours of service (some are open for breakfast, all are open for lunch and dinner, some are open late at night or 24 hours a day) and high turnover rates for eat-in customers. The restaurant does not provide table service. A patron generally orders from a menu board and pays before receiving the meal. A typical duration of stay for an eat-in patron is less than 30 minutes. Users should exercise caution when applying statistics during the AM peak periods, as the sites contained in the database for this land use may or may not be open for breakfast. In cases where it was confirmed that the sites were not open for breakfast, data for the AM peak hour of the adjacent street traffic were removed from the database. ---PAGE BREAK--- Ms. Mary Clare Amer Page 9 November 13, 2024 Monument Marketplace Lot 5A - Panda Express Trip Generation Memo Table 1a shows the results of the trip-generation estimate for the site based on trip-generation rates for ITE Land Use 934: Fast-Food Restaurant with Drive-Through Window. As Panda Express does not serve breakfast and will not be open during the morning peak hour, Table 1b shows the results of an alternate trip-generate estimate with the morning peak rates modified based on the trip-generation rates for ITE Land Use 930: Fast-Casual Restaurant. Lot 5A Panda Express Trip Generation Estimate Tables 1a and 1b also show a comparison to the trip-generation estimate shown for the same area in the Monument Marketplace North Lot 3 memo. The land use shown in the appendix table of the Monument Marketplace North Lot 3 memo for Old Lots 4 and 5 combined was for 9,600 square feet of “Shopping Plaza” as defined by the ITE Land Use 821 contained in the Trip Generation Manual. Based on the current lot areas of Lots 5A and 4A as replatted, the land area of Lot 5A is 54 percent of the land area of both lots combined. Based on this proportion, a prorated building square footage of 5,200 square feet has been used for the trip-generation comparison. Based on ITE trip-generation rates for Land Use 934, about 1,093 “external” vehicle trips would be generated on the average weekday, with about half entering and half exiting the lot during a 24-hour period. This accounts for an estimated ten-percent reduction for internally-captured trips. This is about 774 more daily (24-hour period) trips (entering and exiting combined) than the trip-generation estimate for the same area in the Monument Marketplace North Lot 3 memo (based on the prorated trip generation for the 1.08-acre Lot 5A). This is likely conservative given that Panda Express does not serve breakfast and is not open during the morning peak hour. Based on ITE rates for Land Use 934, during the morning peak hour, which generally occurs for one hour between 6:30 and 8:30 a.m., about 53 entering and 51 exiting external vehicle trips would be generated. The estimates of morning peak-hour external trips for the currently-proposed Panda Express show about 48 more entering and 48 more exiting trips than the trip-generation estimate in the Monument Marketplace North Lot 3 memo. However, it is our understanding that Panda Express restaurants do not serve breakfast and are not open during the morning peak hour. Therefore, these estimates of the morning peak hour would not apply. A much smaller number of trips could be expected – generated by any employees arriving during the morning peak hour, any delivery trips, etc. Table 1b shows an alternate analysis for the morning peak hour, based on the rates for ITE Land Use 930: Fast-Casual Restaurant. As shown in Table 1b, based on this alternate analysis which assumes no breakfast is served, about two vehicles would enter and two vehicles would exit the site during the morning peak hour. This is about three fewer entering and one fewer exiting trip than the trip-generation estimate for the same area in the Monument Marketplace North Lot 3 memo. Based on ITE rates for Land Use 934, during the afternoon peak hour, which generally occurs for one hour between 4:00 and 6:00 p.m., about 40 entering and 37 exiting external vehicle trips ---PAGE BREAK--- Ms. Mary Clare Amer Page 10 November 13, 2024 Monument Marketplace Lot 5A - Panda Express Trip Generation Memo would be generated. The estimates of afternoon peak-hour external trips for the currently proposed Panda Express show about 28 more entering and 24 more exiting trips than the trip-generation estimate for the same area in the Monument Marketplace North Lot 3 memo. Note: the estimated total ITE trip-generation estimates at the lot driveways (“driveway" trips) are also shown under “Total Trips Generated.” Monument Marketplace North Overall Development Trip Generation Tables 2a and 2b present updated trip generation for the Monument Marketplace North overall development (of which this individual lot development is a part), based on updated land uses on this Lot 5A as well as the existing, approved and currently-proposed land uses as discussed above. Both tables also include a comparison to the trip-generation estimate for the same land area that was assumed in previous reports. The morning peak-hour trip-generation estimate shown in Table 1a for Lot 3 (existing KFC) and Lot 5a (currently-proposed Panda Express) are based on the trip-generation rate for ITE Land Use 934 Fast-Food Restaurant With Drive-Through Window. Table 2b shows an alternate analysis for the morning peak hour as neither of these restaurants serve breakfast. Tables 2a and 2b also show the trip-generation comparison for the Monument Marketplace North overall development to the estimates contained in prior LSC reports. Passby and Diverted Trips A significant number of trips generated will be pass-by trips, and "diverted" trips (to a lesser extent). A pass-by trip is made by a motorist who would already be on the adjacent roadways regardless of the proposed development, but who stops in at the site while passing by. The motorist would then continue on his or her way to a final destination in the original direction. A “diverted” trip is made by a motorist who would already be on a roadway in the vicinity of the site, but without direct access to the site, who changes their travel path to go to the site and then returns to their original path. An example of a diverted trip for this site would be a motorist who would already be traveling on nearby major roads such as I-25, Baptist Road, or Highway 105, but diverts to Jackson Creek Parkway to the site. Technically, since there is no direct Lot 5A access to Jackson Creek Parkway, motorists already traveling along Jackson Creek Parkway who turn at adjacent intersections to stop at Panda Express would technically represent “diverted trips.” However, for purposes of this estimate, the Harness Road intersection and the ¾ intersection on Jackson Creek Parkway to the south are considered the “access points” and passby trips are assumed to be drawn from Jackson Creek Parkway. Based on ITE trip-generation rates, about 547 additional “non-passby” trips diverted or “destination”/primary) trips would be generated on the average weekday. ---PAGE BREAK--- Ms. Mary Clare Amer Page 11 November 13, 2024 Monument Marketplace Lot 5A - Panda Express Trip Generation Memo EXISTING ROAD AND TRAFFIC CONDITIONS The major roadways in the site’s vicinity are shown in Figure1 and are described below. Jackson Creek Parkway extends south from State Highway (SH) 105 to Baptist Road where it continues south to North Gate Boulevard as Struthers Road. Jackson Creek Parkway is classified as a Major Collector (commercial) by the Town of Monument. Jackson Creek Parkway is currently a two-lane roadway generally north of Higby Road. South of Higby Road, Jackson Creek Parkway is a four-lane street with a posted speed limit of 40 miles per hour (mph). Harness Road is a Minor Collector street that extends from about one-quarter mile west of Jackson Creek Parkway northeast to Higby Road and then continues northeast to just west of Fairplay Drive. Cinematic View is a private street which extends south from Harness Drive to the Monument Marketplace (Walmart) North access drive. Monument Marketplace (Walmart) North Access Drive is a private street which forms a loop on the west side of Jackson Creek Parkway from the Monument Marketplace access drive that aligns with Broken Timber Drive to an existing three-quarter movement intersection with Jackson Creek Parkway about 700 feet north of Broken Timber Drive Alternative Mode Facilities Bike lanes have been incorporated into the new four-lane arterial cross section of Jackson Creek Parkway and into the new sections of Harness Road and Strata Drive and along public streets internal to Village at Jackson Creek. The Colorado Department of Transportation’s Interregional Express (IX) bus service (“Bustang”) connects commuters along the Interstate 25 (I-25) Front Range and Interstate 70 (I-70) Mountain Corridors. There is a stop at the Monument Park & Ride, located two miles northwest of the site, via Jackson Creek Parkway and SH 105. Existing Traffic Volumes Figure 4 shows the existing morning and afternoon peak-hour traffic volumes at key intersections in the vicinity of the site. These volumes are based on manual intersection turning-movement counts conducted by LSC. The count-data sheets are attached for reference. The traffic volumes shown at the study area intersections were counted in October and November 2024. Figure 4 also shows the estimated average weekday traffic volumes on key street segments based on the existing peak hour traffic volumes. ---PAGE BREAK--- Ms. Mary Clare Amer Page 12 November 13, 2024 Monument Marketplace Lot 5A - Panda Express Trip Generation Memo EXISTING LEVELS OF SERVICE Level of service (LOS) is a quantitative measure of the level of congestion or delay at an intersection. Level of service is indicated on a scale from to LOS A represents control delay of less than 10 seconds for unsignalized and signalized intersections. LOS F represents control delay of more than 50 seconds for unsignalized intersections and more than 80 seconds for signalized intersections. Table 3 shows the level of service delay ranges. Table 3: Intersection Levels of Service Delay Ranges Level of Service Signalized Intersections Unsignalized Intersections Average Control Delay (seconds per vehicle) Average Control Delay (seconds per vehicle)(1) A 10.0 sec or less 10.0 sec or less B 10.1-20.0 sec 10.1-15.0 sec C 20.1-35.0 sec 15.1-25.0 sec D 35.1-55.0 sec 25.1-35.0 sec E 55.1-80.0 sec 35.1-50.0 sec F 80.1 sec or more 50.1 sec or more For unsignalized intersections, if V/C ratio is greater than 1.0 the level of service is LOS F, regardless of the projected average control delay per vehicle. The existing intersections were analyzed to determine the existing levels of service, based on the unsignalized intersection method-of-analysis procedures found in the Highway Capacity Manual, 6th Edition by the Transportation Research Board. Figure 4 shows the detailed level of service analysis results. The level of service (LOS) reports are attached. Jackson Creek Parkway/Strata Road The eastbound and westbound through movements at the stop-sign-controlled intersection of Jackson Creek/Strata are currently operating at LOS E during the afternoon peak hour. All other movements are currently operating at LOS D or better during the peak hours. Jackson Creek Parkway/Harness Road The eastbound left-turn and through movements at the stop-sign-controlled intersection of Jackson Creek Parkway/Harness Road are currently operating at LOS C during the morning peak hour and LOS F during the afternoon peak hour. The eastbound and westbound through movements at the stop-sign-controlled intersection of Jackson Creek Parkway/Harness Road are currently operating at LOS E during the afternoon peak hour. The westbound left-turn movement is currently operating at LOS C during the morning peak hour and LOS E during the afternoon peak hour. All other movements are currently operating at LOS B or better during the peak hours. ---PAGE BREAK--- Ms. Mary Clare Amer Page 13 November 13, 2024 Monument Marketplace Lot 5A - Panda Express Trip Generation Memo Harness Road/Cinematic View All movements at the intersection of Harness/Cinematic are currently operating at LOS A during the peak hours. Monument Marketplace (Walmart) North Drive/Cinematic View All movements at the intersection of the Monument Marketplace (Walmart) North Drive/Cinematic are currently operating at LOS A during the peak hours. Jackson Creek Parkway/ Monument Marketplace (Walmart) North Drive The intersection of Jackson Creek Parkway and the Monument Marketplace (Walmart) North Drive is restricted to three-quarter movement (left-in/right-in/right-out only). All movements are currently operating at LOS A during the peak hours. FUTURE BACKGROUND CONDITIONS Background traffic is the traffic estimated to be on the adjacent roadways and at adjacent intersections without the proposed development’s trip generation of site-generated traffic volumes. Background traffic includes the through traffic and the traffic generated by nearby developments but assumes zero traffic generated by the site. Short-Term (Year 2028) Background Traffic Figure 5 shows the projected short-term (Year 2028) background traffic volumes, lane geometry, traffic control, and level of service at the key area intersections. These short-term background traffic volumes have been based on the existing traffic volumes (from Figure 4) plus increases in traffic due to regional growth and additional traffic generated by Lots 2 and 4A within the Monument Marketplace North development. 2044 Background Traffic Figure 6 shows the projected long-term (Year 2044) background traffic volumes, lane geometry, traffic control, and level of service at the key area intersections. The volumes shown in Figure 6 are estimates by LSC, based on previous work completed in the area, and assume full buildout of the street network within Jackson Creek North to east of Jackson Creek Parkway. The volumes assume the buildout of the MMN and Village at Jackson Creek commercial developments (based on the most current, anticipated land-use information and trip generation). ---PAGE BREAK--- Ms. Mary Clare Amer Page 14 November 13, 2024 Monument Marketplace Lot 5A - Panda Express Trip Generation Memo The long-term background traffic volumes also include increases in traffic due to regional growth, plus Monument Junction (located southeast of I-25 and SH 105), Woodmoor Placer (located just south of Monument Junction), Thompson Thrift Apartments at Higby Road (located southwest of Higby/Bowstring), Zeal (located southeast of Higby/Bowstring), and Jackson Creek North Filings 1-6 (located east of Jackson Creek Parkway). Figure 6 also shows the estimated 2044 background traffic lane geometry and traffic control. TRIP DISTRIBUTION AND ASSIGNMENT The directional distribution of the site-generated traffic volumes on the adjacent roadways is an essential component in determining the site’s traffic impacts. Figure 7 shows the estimated directional distribution of site-generated traffic. The estimates have been based on the following factors: the recent traffic-count data; the site’s location with respect to the nearby schools; the nearby employment, commercial, and activity centers; the site’s proposed land use; the site’s proposed access points; and the phasing of the existing and future roadway system serving the site. When the distribution percentages (Figure 7) are applied to the trip-generation estimates (from Table 1b), the resulting site-generated traffic volumes can be determined. Figure 8 shows the site-generated traffic volumes at the study-area intersections due to the proposed Panda Express development. TOTAL TRAFFIC Short-Term Total Traffic Volumes Figure 9 shows short-term (Year 2028) total traffic volumes at the study area intersections following the completion of this development. These volumes are the sum of the short-term background (Year 2028) traffic volumes (from Figure 5) plus the site generated traffic volumes (from Figure Figure 9 also shows the estimated short-term background traffic lane geometry and traffic control. 2044 Total Traffic Volumes Figure 10 shows the sum of the long-term (Year 2044) background traffic volumes (from Figure 6) plus the site generated peak-hour traffic volumes (from Figure The 2044 laneage and traffic control at the study-area intersections are also shown in Figure 10. ---PAGE BREAK--- Ms. Mary Clare Amer Page 15 November 13, 2024 Monument Marketplace Lot 5A - Panda Express Trip Generation Memo LEVEL OF SERVICE ANALYSIS The study intersections have been analyzed to determine the projected levels of service for the short-term and long-term (area buildout) scenarios. Figures 9 and 10 show the level of service analysis results. The level of service reports are attached. Jackson Creek Parkway/Harness Road Based on the projected 2028 background traffic volumes, the eastbound left-turn and through movements and westbound left-turn movement are projected to operate at LOS E or LOS F during the morning and afternoon peak hours assuming this intersection remains stop-sign controlled into the 2028 short-term horizon year. It is not uncommon for minor approach movements at an unsignalized intersection to operate at LOS E or F as the volumes approach the threshold for a vehicular-volume traffic-signal warrant. Once this intersection is converted to traffic-signal control, all movements are projected to operate at LOS D or better through 2044. Harness Road/Cinematic View The intersection of Harness/Cinematic is projected to operate at LOS B or better for all movements during the peak hours through 2044 as a stop-sign controlled intersection. Cinematic View/Site Access The site access to Cinematic View is projected to operate at LOS B or better for all movements during the peak hours through 2044 as a stop-sign controlled intersection. Monument Marketplace (Walmart) North Drive/Cinematic View The intersection of the Monument Marketplace (Walmart) North Drive/Cinematic The intersection of Harness/Cinematic is projected to operate at LOS B or better for all movements during the peak hours through 2044 as a stop-sign controlled intersection. Jackson Creek Parkway/ Monument Marketplace (Walmart) North Drive The intersection of Jackson Creek Parkway and the Monument Marketplace (Walmart) North Drive is restricted to three-quarter movement (left-in/right-in/right-out only). All movements are projected to operate at LOS C or better during the peak hours through 2044. Jackson Creek Parkway/Strata Drive Based on the projected 2028 background traffic volumes, the eastbound and westbound left- turn and through movements are projected to operate at LOS E or LOS F during the morning and ---PAGE BREAK--- Ms. Mary Clare Amer Page 16 November 13, 2024 Monument Marketplace Lot 5A - Panda Express Trip Generation Memo afternoon peak hours assuming this intersection remains stop-sign controlled into the 2028 short-term horizon year. It is not uncommon for the minor approach movements at an unsignalized intersection to operate at LOS E or F as the volumes approach the threshold for a vehicular-volume traffic-signal warrant. Once this intersection is converted to traffic-signal control, all movements are projected to operate at LOS D or better through 2044. TRAFFIC-SIGNAL WARRANT ANALYSIS The intersection Harness/Jackson Creek Parkway has been analyzed to estimate if either an Eight-Hour or Four-Hour Vehicular-Volume Traffic-Signal Warrant threshold would be reached or exceeded, based on the projected short-term traffic volumes and the criteria contained in the Manual of Uniform Traffic Control Devices 11th Edition (MUTCD). Warrant 1, Eight-Hour Vehicular Volume The combination of major-street approach volumes (includes the sum of northbound and southbound approach volumes) and minor-street volumes (eastbound and westbound approaches analyzed separately) at the subject intersection were analyzed to determine if the combination currently exceeds or would exceed the threshold criteria for Eight-Hour Vehicular Volume Traffic-Signal Warrants in the MUTCD. Table 4 shows the warrant evaluation. The minor approach volume for the eastbound approach was assumed to include the left-turn and through movement volumes plus half of the right-turn volumes. The minor approach volume for the westbound approach was assumed to include the left-turn and through movement volumes only as there is an existing right-turn lane approaching Jackson Creek Parkway. None of the eight hours analyzed currently meet the thresholds for an Eight-Hour Vehicular Volume Warrant based on Condition A - Minimum Vehicular and based on Condition B – Interruption of Continuous Traffic. Based on the 2028 total traffic volumes, five of the eight hours analyzed are projected to meet the threshold for Condition B. An additional three hours would need to meet the thresholds for this warrant to be met in the short term. Warrant 2, Four-Hour Vehicular Volume The combination of major-street approach volumes (includes the sum of northbound and southbound approach volumes) and minor-street volumes (eastbound and westbound approaches analyzed separately) at the subject intersection were analyzed to determine if the combination currently exceeds or would exceed the threshold criteria for Four-Hour Vehicular Volume Traffic-Signal Warrants in the MUTCD. Table 4 shows the warrant evaluation. The minor approach volume for the eastbound approach was assumed to include the left-turn and through movement volumes plus half of the right-turn volumes. The minor approach volume for the westbound approach was assumed to include the left-turn and through movement volumes only as there is an existing right-turn lane approaching Jackson Creek Parkway. ---PAGE BREAK--- Ms. Mary Clare Amer Page 17 November 13, 2024 Monument Marketplace Lot 5A - Panda Express Trip Generation Memo None of the eight hours analyzed currently meet the thresholds for a Four-Hour Vehicular Volume Warrant. Based on the projected 2028 total traffic volumes, three of the eight hours analyzed are projected to meet the thresholds. One additional hour would need to meet the thresholds for this warrant to be met in the short term. Existing traffic volume data was only available until 5:45 pm. Based on the projected volumes it is possible that threshold may be met during at least one additional hour in the evening (after 5:45). Note: the satisfaction of warrants does not indicate that a signal must be installed. The decision to require a signal or to allow a signal to be installed rests with the Town of Monument in conjunction with Triview Metropolitan District. VEHICLE QUEUING ANALYSIS The study intersections have been analyzed using both and SimTraffic to determine the projected maximum queue The SimTraffic simulations were run five times to determine the average “maximum observed" and 95th percentile queue These show the projected queues based on the morning and afternoon 2044 peak-hour analysis. Figure 11 shows the projected maximum queue The detailed queuing reports are attached. Queuing Analysis Terminology “Upstream block time” represents the percentage of time during the peak hour in which the entry point for a turn lane upstream of the subject intersection is blocked by a queue in the adjacent through lane. “Storage block time” is the proportion of time in which the turn lane’s queue exceeds the available storage length and left-turning vehicles overspill the turn lane in the model and into the adjacent through lane. “Maximum queue” represents the maximum queue length observed for each individual lane during the 15-minute analysis period. SimTraffic records the maximum back of queue observed for every two-minute period. In SimTraffic, a vehicle is considered queued whenever it is behind another vehicle traveling at less than 10 feet/second (approximately 7 mph) or at a stop bar. The maximum observed queue may not occur during the same interval in which the highest upstream block time (percent) or storage block time (percent) occurs. SimTraffic reports have reported the highest value for each metric for each turn lane/approach, regardless of if they occur in the same 15-minute interval. Reported queue length for auxiliary turn lanes in SimTraffic is generally limited by the turn-lane length. SimTraffic simply reports the maximum observed queue length during simulations. The reported 95th-percentile queue is also part of the results. ---PAGE BREAK--- Ms. Mary Clare Amer Page 18 November 13, 2024 Monument Marketplace Lot 5A - Panda Express Trip Generation Memo Queuing Analysis Results The maximum westbound left-turn queue on Harness Road approaching Cinematic View is 38 feet during the morning peak hour and 90 feet during the afternoon peak. This queue can be accommodated by the existing 90-foot lane. The maximum eastbound left-turn queue on Harness Road approaching Jackson Creek Parkway is 98 feet during the morning peak hour and 156 feet during the afternoon peak hour. The queue simulation results indicate one-percent upstream block time during the afternoon peak hour as defined in the section above. There is an existing 90-foot eastbound left-turn storage lane east of Cinematic Drive to accommodate the overflow queue. LSC recommends use of a “Do Not Block” intersection sign, and potentially pavement markings on the eastbound approach to the Cinematic View/Harness Road intersection. Queuing Analysis Findings and Associated Recommendations The existing street network can accommodate the projected 2044 total traffic vehicle queues. However, LSC recommended with a prior TIS, the potential future use of a “Do Not Block” intersection sign if such a sign becomes necessary in the future as area development served by Harness Road builds out. Signage could potentially be supplemented with word pavement markings on the eastbound approach to the Cinematic View/Harness Road intersection, again if this becomes necessary later. Recommended Auxiliary Turn-Lane Improvements No off-site street auxiliary turn lane improvements would need to be made to accommodate the projected traffic with the development of a Panda Express restaurant on MMN Lot 5A. FINDINGS/CONCLUSIONS Trip Generation • During the afternoon peak hour, which generally occurs for one hour between 4:00 and 6:00 p.m., the trip generation estimated for the proposed Panda Express is about 40 entering and 37 exiting external vehicle trips. The estimate indicates about 28 more entering and 24 more exiting trips than the trip-generation estimate in the Lot 3 memo (based on the prorated trip generation for the 1.08-acre Lot 5A). • Panda Express does not serve breakfast and is not open during the morning peak hour. Therefore, the morning trip generation is likely comparable to the estimate of 5 entering and 3 exiting vehicles shown in Table 1b (and Table 2b). • Based on ITE trip-generation rates for Land Use 934, about 1,093 “external” daily vehicle trips would be generated on the average weekday, with about half entering and half ---PAGE BREAK--- Ms. Mary Clare Amer Page 19 November 13, 2024 Monument Marketplace Lot 5A - Panda Express Trip Generation Memo exiting the lot during a 24-hour period. This estimate indicates 774 more daily (24-hour period) external trips (entering and exiting combined) than the trip-generation estimate in the Monument Marketplace North Lot 3 memo. Of the 774 additional daily trips, about 547 trips would be “non-passby” trips diverted or “destination”/primary) generated on the average weekday. This is about 336 more “non-passby” trips than the trip-generation estimate in the Monument Marketplace North Lot 3 memo. These estimates are likely conservative given that Panda Express does not serve breakfast and is not open during the morning peak hour. • Based on the existing, currently proposed, and anticipated land uses, the overall Monument Marketplace North development is estimated to generate about 2,949 “external” daily vehicle trips on the average weekday. This is about 866 more “external” daily trips than was assumed in the Monument Marketplace North Lot 3 memo but 2,140 fewer “external” daily trips than was assumed for the same area in the Monument Marketplace North Updated Traffic Impact Analysis dated June 3, 2019. Future Intersection Traffic Control • The intersection of Harness/Jackson Creek Parkway may meet a Four-Hour Vehicular- Volume Traffic-Signal warrant in the short-term. The satisfaction of warrants does not indicate that a signal must be installed. The decision to require a signal or to allow a signal to be installed rests with the Town of Monument in conjunction with Triview Metropolitan District. Level of Service • The intersections of Harness/Jackson Creek and Strata/Jackson Creek have been analyzed. This report includes signalized-intersection analysis of both Jackson Creek Parkway intersections. Prior to signalization, some of the minor-approach movements are projected to operate at LOS F during the peak hours. After signalization, the intersections are projected to operate at an overall LOS C or better, with all movements operating at LOS D or better. • All other study area intersections are projected to operate at a satisfactory level of service through 2044 as stop-sign controlled intersections. Queuing Analysis Findings and Associated Recommendations The existing street network can accommodate the projected 2044 total traffic vehicle queues. However, LSC recommended with a prior TIS, the potential future use of a “Do Not Block” intersection sign if such a sign becomes necessary in the future as area development served by Harness Road builds out. Signage could potentially be supplemented with word pavement markings on the eastbound approach to the Cinematic View/Harness Road intersection, again if this becomes necessary later. No auxiliary turn lane improvements would need to be made to ---PAGE BREAK--- ---PAGE BREAK--- Tables 1a, 1b, 2a, 2b, and 4 ---PAGE BREAK--- Land Land Average Average Average Average Average Use Use Weekday Weekday Internal Weekday Weekday Pass-By Weekday Code Description Traffic In Out In Out Traffic In Out In Out Trips Traffic In Out In Out Traffic In Out In Out Percentage Passby Currently Proposed Lot 5A 934 Fast-Food Restaurant with Drive-Through Window 2.6 KSF(4) 467.48 22.75 21.86 17.18 15.85 1,215 59 57 45 41 10% 122 6 6 5 4 1,093 53 51 40 37 50% 547 Previous Trip Generation for this Lot (Lot 5a) from the 2022 Estimate w/Lot 3 - KFC Compliance Memo (prorated based on Lot 5A size as a percentage of the acreage of Lots 4A + 5A) Lot 5(6) 821 Shopping Plaza (40-150 KSF) 5.2 KSF 67.52 1.07 0.66 2.54 2.65 354 6 3 13 14 10% 35 1 0 1 1 319 5 3 12 13 34% 211 Difference in Lot 5A External Trip Generation: 774 48 48 28 24 336 For Reference Only: Projected trip generation from the original Monument Marketplace North 2019 TIS Lot 5 932 High-Turnover (Sit-Down) Restaurant 3.6 KSF 112.18 5.47 4.47 6.06 3.71 404 20 16 22 13 10% 40 2 2 2 1 364 18 14 20 12 43% 207 Notes: Source: "Trip Generation, 11th Edition, 2021" by the Institute of Transportation Engineers (ITE) Estimate by LSC Source: "Trip Generation Handbook - An ITE Proposed Recommended Practice, Third Edition September 2017" by ITE KSF = one thousand square feet of floor space Note: Land Use 934 morning peak hour trip generation rates do not apply to Panda Express. Panda Express is not open during the morning peak hour and does not serve breakfast. This may also affect total daily trip generation. See Table 1b for an alternate trip estimate analysis Prorated square footage calculation for Lot 5A: Lot 4A=0.896, Lot 5A=1.08 1.08/(0.896+1.08)*9.6 KSF =5.2 KSF LSC Transportation Consultants, Inc. Oct-24 Table 1a Trip Generation Estimate Based on Land Use 934: Fast-Food Restaurant With Drive-Through Window Monument Marketplace North Lot 5A - Panda Express New External Trip Generation Rates Total Trips Generated Internal Trips Generated(2) External Trips Generated Trip Morning Afternoon Morning Afternoon Morning Afternoon Morning Generation Peak Hour Peak Hour Peak Hour Peak Hour Afternoon (See Note No. 5) Units(4) (See Note No. 5) (See Note No. 5) (See Note No. 5) (See Note No. 5) Peak Hour Peak Hour Peak Hour Peak Hour ---PAGE BREAK--- Land Land Average Average Average Average Average Use Use Weekday Weekday Internal Weekday Weekday Pass-By Weekday Code Description Traffic In Out In Out Traffic In Out In Out Trips Traffic In Out In Out Traffic In Out In Out Percentage Passby Currently Proposed Lot 5A 934 Fast-Food Restaurant with Drive-Through Window 2.6 KSF(4) 467.48 0.72 0.72 17.18 15.85 1,215 2 2 45 41 10% 122 0 0 5 4 1,093 2 2 40 37 50% 547 Previous Trip Generation for this Lot (Lot 5a) from the 2022 Estimate w/Lot 3 - KFC Compliance Memo (prorated based on Lot 5A size as a percentage of the acreage of Lots 4A + 5A) Lot 5(6) 821 Shopping Plaza (40-150 KSF) 5.2 KSF 67.52 1.07 0.66 2.54 2.65 354 6 3 13 14 10% 35 1 0 1 1 319 5 3 12 13 34% 211 Difference in Lot 5A External Trip Generation: 774 -3 -1 28 24 336 For Reference Only: Projected trip generation from the original Monument Marketplace North 2019 TIS Lot 5 932 High-Turnover (Sit-Down) Restaurant 3.6 KSF 112.18 5.47 4.47 6.06 3.71 404 20 16 22 13 10% 40 2 2 2 1 364 18 14 20 12 43% 207 Notes: Source: "Trip Generation, 11th Edition, 2021" by the Institute of Transportation Engineers (ITE) Estimate by LSC Source: "Trip Generation Handbook - An ITE Proposed Recommended Practice, Third Edition September 2017" by ITE KSF = one thousand square feet of floor space Note: ITE Land Use 934 morning peak hour trip generation rates do not apply to Panda Express. Panda Express is not open during the morning peak hour and does not serve breakfast. This may also affect total daily trip generation. The morning trip generation rates shown in this alternate analysis are based on the morning peak hour rates for ITE Land Use 930 - Fast Casual Restaurant Prorated square footage calculation for Lot 5A: Lot 4A=0.896, Lot 5A=1.08 1.08/(0.896+1.08)*9.6 KSF =5.2 KSF LSC Transportation Consultants, Inc. Oct-24 Table 1b Trip Generation Estimate - with Modified Morning Peak Hour Rates (No Breakfast Served) Monument Marketplace North Lot 5A - Panda Express New External Trip Generation Rates Total Trips Generated Internal Trips Generated(2) External Trips Generated Afternoon Morning Afternoon Generation Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Trip Morning Afternoon Morning Afternoon Morning Peak Hour Peak Hour Units(4) ---PAGE BREAK--- Land Land Average Average Average Average Average Use Use Weekday Weekday Internal Weekday Weekday Pass-By Weekday Lot Land Use Code Description Traffic In Out In Out Traffic In Out In Out Trips Traffic In Out In Out Traffic In Out In Out Trips Traffic Trip Generation Estimate Based on the Existing, Currently Proposed and Anticipated Land Uses Within Monument Marketplace North 1 Future Office 720 Medical-Dental Office Building (Stand-Alone) 15 KSF(4) 36.00 2.45 0.65 1.18 2.75 540 37 10 18 41 10% 54 4 1 2 4 486 33 9 16 37 0% 486 Dairy Queen 934 Fast-Food Restaurant with Drive-Through Window(6) 2.2 KSF 467.48 22.75 21.86 17.18 15.85 1,028 50 48 38 35 10% 103 5 5 4 4 925 45 43 34 31 50% 463 Subway 933 Fast-Food Restaurant without Drive-Through Window(6) 1.4 KSF 450.49 25.04 18.14 16.61 16.61 631 35 25 23 23 10% 63 4 3 2 2 568 31 22 21 21 50% 284 Future Retail 822 Strip Retail Plaza (<40 KSF) 2.65 KSF 54.45 1.42 0.94 3.30 3.30 144 4 3 9 9 10% 14 0 0 1 1 130 4 3 8 8 34% 86 3 KFC (existing) 934 Fast-Food Restaurant with Drive-Through Window(6) 2.443 KSF 467.48 22.75 21.86 17.18 15.85 1,142 56 53 42 39 10% 114 6 5 4 4 1,028 50 48 38 35 50% 514 4A Ziggys (not yet built) 937 Coffee/Donut Shop With Drive-Through Window 2.184 KSF 533.57 43.80 42.08 19.50 19.50 1,165 96 92 43 43 10% 117 10 9 4 4 1,048 86 83 39 39 60% 419 5A Panda Express 934 Fast-Food Restaurant with Drive-Through Window 2.6 KSF 467.48 22.75 21.86 17.18 15.85 1,215 59 57 45 41 10% 122 6 6 5 4 1,093 53 51 40 37 50% 547 6 existing car wash 948 Automated Car Wash 1 tunnel 890.11 30.87 18.13 38.75 38.75 890 31 18 39 39 10% 89 3 2 4 4 801 28 16 35 35 56% 352 Monument Marketplace North Total (Based on existing, currently proposed and the latest anticipated land uses) 6,755 368 306 257 270 676 38 31 26 27 6,079 330 275 231 243 3,151 Trip Generation Estimate For Monument Marketplace North from the Monument Marketplace North Lot 3 Traffic Impact Compliance Memo, November 7, 2022 and the Monument Marketplace North Lot No. 5A Proposed Panded Express Memo, April 12, 2024 1 710 General Office Building 15 KSF 14.85 1.92 0.26 0.39 1.90 223 29 4 6 29 10% 22 3 0 1 3 201 26 4 5 26 0% 201 2 KFC 934 Fast-Food Restaurant with Drive-Through Window 2.443 KSF 467.48 22.75 21.86 17.18 15.85 1,142 56 53 42 39 10% 114 6 5 4 4 1,028 50 48 38 35 50% 514 3 934 Fast-Food Restaurant with Drive-Through Window 3 KSF 467.48 22.75 21.86 17.18 15.85 1,402 68 66 52 48 10% 140 7 7 5 5 1,262 61 59 47 43 50% 631 Old 4 & 5 821 Shopping Plaza (40-150 KSF) 9.6 KSF 67.52 1.07 0.66 2.54 2.65 648 10 6 24 25 10% 65 1 1 2 3 583 9 5 22 22 34% 385 6 existing car wash 948 Automated Car Wash 1 tunnel 890.11 30.87 18.13 38.75 38.75 890 31 18 39 39 10% 89 3 2 4 4 801 28 16 35 35 56% 352 Monument Marketplace North 2022 Total 4,305 194 147 163 180 430 20 15 16 19 3,875 174 132 147 161 2,083 Change (increase) for Monument Marketplace North compared to the November 2022 Estimate in the Lot 3 Memo 2,450 174 159 94 90 246 18 16 10 8 2,204 156 143 84 82 1,068 Trip Generation Estimate For Monument Marketplace North from the Monument Marketplace North Updated Traffic Impact Analysis, June 3, 2019 (Not including the lot now included as part of the Village at Jackson Creek) 1 710 General Office Building 25.0 KSF 11.06 1.72 0.28 0.20 1.03 277 43 7 5 26 10% 11 2 0 0 1 266 41 7 5 25 0% 266 2 & 3 934 Fast-Food Restaurant with Drive-Through Window 6.9 KSF 470.95 20.50 19.69 16.99 15.68 3,250 141 136 117 108 10% 325 14 14 12 11 2,925 127 122 105 97 50% 1,463 820 Shopping Center(6) 9.1 KSF 61.11 1.30 0.80 2.64 2.86 556 12 7 24 26 10% 56 1 1 2 3 500 11 6 22 23 34% 330 932 High-Turnover (Sit-Down) Restaurant 3.6 KSF 112.18 5.47 4.47 6.06 3.71 404 20 16 22 13 10% 40 2 2 2 1 364 18 14 20 12 43% 207 6 945 Gasoline/Service Station with Convenience Market 4.95 KSF 1440.02 38.75 37.24 45.06 43.29 7,128 192 184 223 214 10% 713 19 18 22 21 6,415 173 166 201 193 56% 2,823 Monument Marketplace North 2019 Total 11,615 408 350 391 387 1,145 38 35 38 37 10,470 370 315 353 350 5,089 For Reference: Projected trip generation difference compared to the original Monument Marketplace North 2019 TIS -4,860 -40 -44 -134 -117 -469 0 -4 -12 -10 -4,391 -40 -40 -122 -107 -1,938 Notes: Source: "Trip Generation, 11th Edition, 2021" by the Institute of Transportation Engineers (ITE) Estimate by LSC Source: "Trip Generation Handbook - An ITE Proposed Recommended Practice, Third Edition September 2017" by ITE KSF = one thousand square feet of floor space Application is in-process/under review by the Town Note: ITE Land Use 933 and 934 morning peak hour trip generation rates may not apply to the existing and proposed restaurants (Kentucky Fried Chicken, Panda Express, Dairy Queen and Subway) as these restaurants either not open during the morning peak hour and/or do not serve breakfast. This may also affect total daily trip generation. Table 2b for an alternate trip estimate analysis Source: LSC Transportation Consultants, Inc. Oct-24 Old 4 & 5 Units(4) Peak Hour Peak Hour Peak Hour Peak Hour Generation Peak Hour Peak Hour Peak Hour Peak Hour 2(5) Trip Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Table 2a Trip Generation Estimate & Comparison for Monument Marketplace North Monument Marketplace North Lot 5A - Panda Express New External Trips Generated Trip Generation Rates Total Trips Generated Internal Trips Generated(2) External Trips Generated ---PAGE BREAK--- Land Land Average Average Average Average Average Use Use Weekday Weekday Internal Weekday Weekday Pass-By Weekday Lot Land Use Code Description Traffic In Out In Out Traffic In Out In Out Trips Traffic In Out In Out Traffic In Out In Out Trips Traffic Trip Generation Estimate Based on the Existing, Currently Proposed and Anticipated Land Uses Within Monument Marketplace North 1 Future Office 720 Medical-Dental Office Building (Stand-Alone) 15 KSF(4) 36.00 2.45 0.65 1.18 2.75 540 37 10 18 41 10% 54 4 1 2 4 486 33 9 16 37 0% 486 Dairy Queen 934 Fast-Food Restaurant with Drive-Through Window(6) 2.2 KSF 467.48 0.72 0.72 17.18 15.85 1,028 2 2 38 35 10% 103 0 0 4 4 925 2 2 34 31 50% 463 Subway 933 Fast-Food Restaurant without Drive-Through Window(6) 1.4 KSF 450.49 0.72 0.72 16.61 16.61 631 1 1 23 23 10% 63 0 0 2 2 568 1 1 21 21 50% 284 Future Retail 822 Strip Retail Plaza (<40 KSF) 2.65 KSF 54.45 1.42 0.94 3.30 3.30 144 4 3 9 9 10% 14 0 0 1 1 130 4 3 8 8 34% 86 3 KFC (existing) 934 Fast-Food Restaurant with Drive-Through Window(6) 2.443 KSF 467.48 0.72 0.72 17.18 15.85 1,142 2 2 42 39 10% 114 0 0 4 4 1,028 2 2 38 35 50% 514 4A Ziggys (not yet built) 937 Coffee/Donut Shop With Drive-Through Window 2.184 KSF 533.57 43.80 42.08 19.50 19.50 1,165 96 92 43 43 10% 117 10 9 4 4 1,048 86 83 39 39 60% 419 5A Panda Express 934 Fast-Food Restaurant with Drive-Through Window 2.6 KSF 467.48 0.72 0.72 17.18 15.85 1,215 2 2 45 41 10% 122 0 0 5 4 1,093 2 2 40 37 50% 547 6 existing car wash 948 Automated Car Wash 1 tunnel 890.11 30.87 18.13 38.75 38.75 890 31 18 39 39 10% 89 3 2 4 4 801 28 16 35 35 56% 352 Monument Marketplace North Total (Based on existing, currently proposed and the latest anticipated land uses) 6,755 175 130 257 270 676 17 12 26 27 6,079 158 118 231 243 3,151 Trip Generation Estimate For Monument Marketplace North from the Monument Marketplace North Lot 3 Traffic Impact Compliance Memo, November 7, 2022 and the Monument Marketplace North Lot No. 5A Proposed Panded Express Memo, April 12, 2024 1 710 General Office Building 15 KSF 14.85 1.92 0.26 0.39 1.90 223 29 4 6 29 10% 22 3 0 1 3 201 26 4 5 26 0% 201 2 KFC 934 Fast-Food Restaurant with Drive-Through Window 2.443 KSF 467.48 22.75 21.86 17.18 15.85 1,142 56 53 42 39 10% 114 6 5 4 4 1,028 50 48 38 35 50% 514 3 934 Fast-Food Restaurant with Drive-Through Window 3 KSF 467.48 22.75 21.86 17.18 15.85 1,402 68 66 52 48 10% 140 7 7 5 5 1,262 61 59 47 43 50% 631 Old 4 & 5 821 Shopping Plaza (40-150 KSF) 9.6 KSF 67.52 1.07 0.66 2.54 2.65 648 10 6 24 25 10% 65 1 1 2 3 583 9 5 22 22 34% 385 6 existing car wash 948 Automated Car Wash 1 tunnel 890.11 30.87 18.13 38.75 38.75 890 31 18 39 39 10% 89 3 2 4 4 801 28 16 35 35 56% 352 Monument Marketplace North 2022 Total 4,305 194 147 163 180 430 20 15 16 19 3,875 174 132 147 161 2,083 Change (increase) for Monument Marketplace North compared to the November 2022 Estimate in the Lot 3 Memo 2,450 -19 -17 94 90 246 -3 -3 10 8 2,204 -16 -14 84 82 1,068 Trip Generation Estimate For Monument Marketplace North from the Monument Marketplace North Updated Traffic Impact Analysis, June 3, 2019 (Not including the lot now included as part of the Village at Jackson Creek) 1 710 General Office Building 25.0 KSF 11.06 1.72 0.28 0.20 1.03 277 43 7 5 26 10% 11 2 0 0 1 266 41 7 5 25 0% 266 2 & 3 934 Fast-Food Restaurant with Drive-Through Window 6.9 KSF 470.95 20.50 19.69 16.99 15.68 3,250 141 136 117 108 10% 325 14 14 12 11 2,925 127 122 105 97 50% 1,463 820 Shopping Center(6) 9.1 KSF 61.11 1.30 0.80 2.64 2.86 556 12 7 24 26 10% 56 1 1 2 3 500 11 6 22 23 34% 330 932 High-Turnover (Sit-Down) Restaurant 3.6 KSF 112.18 5.47 4.47 6.06 3.71 404 20 16 22 13 10% 40 2 2 2 1 364 18 14 20 12 43% 207 6 945 Gasoline/Service Station with Convenience Market 4.95 KSF 1440.02 38.75 37.24 45.06 43.29 7,128 192 184 223 214 10% 713 19 18 22 21 6,415 173 166 201 193 56% 2,823 Monument Marketplace North 2019 Total 11,615 408 350 391 387 1,145 38 35 38 37 10,470 370 315 353 350 5,089 For Reference: Projected trip generation difference compared to the original Monument Marketplace North 2019 TIS -4,860 -233 -220 -134 -117 -469 -21 -23 -12 -10 -4,391 -212 -197 -122 -107 -1,938 Notes: Source: "Trip Generation, 11th Edition, 2021" by the Institute of Transportation Engineers (ITE) Estimate by LSC Source: "Trip Generation Handbook - An ITE Proposed Recommended Practice, Third Edition September 2017" by ITE KSF = one thousand square feet of floor space Application is in-process/under review by the Town Note: ITE Land Use 933 and 934 morning peak hour trip generation rates may not apply to the existing and proposed restaurants (Kentucky Fried Chicken, Panda Express, Dairy Queen and Subway) as these restaurants either not open during the morning peak hour and/or do not serve breakfast. This may also affect total daily trip generation. Table 2b for an alternate trip estimate analysis Source: LSC Transportation Consultants, Inc. Oct-24 Table 2b Trip Generation Estimate & Comparison for Monument Marketplace North - with Modified Morning Peak Hour Rates (No Breakfast Served) Monument Marketplace North Lot 5A - Panda Express New External Trips Generated Trip Generation Rates Total Trips Generated Internal Trips Generated(2) External Trips Generated Trip Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Units(4) 2(5) Old 4 & 5 Peak Hour Peak Hour Peak Hour Peak Hour Generation Peak Hour Peak Hour Peak Hour Peak Hour ---PAGE BREAK--- Hour Major(4) Major Minor Major Minor A B A B East Leg West Leg Existing Traffic 7:30 AM 764 20 16 600 200 900 100 No No No No 345 No No 8:30 AM 938 30 20 600 200 900 100 No No No No 240 No No 9:30 AM 904 26 11 600 200 900 100 No No No No 240 No No 10:30 AM 1045 38 12 600 200 900 100 No No No No 195 No No 11:30 AM 1173 70 26 600 200 900 100 No No No No 180 No No 2:45 PM 1508 54 32 600 200 900 100 No No No No 115 No No 3:45 PM 1399 68 24 600 200 900 100 No No No No 120 No No 4:45 PM 1322 83 21 600 200 900 100 No No No No 120 No No Numbers of Hours the Warrant Thresholds Are Met 0 0 0 0 0 0 Warrant Met? Short-Term Background Traffic 7:30 AM 1158 158 55 600 200 900 100 No Yes No No 180 No No 8:30 AM 2574 65 61 600 200 900 100 No No No No 115 No No 9:30 AM 1720 43 27 600 200 900 100 No No No No 115 No No 10:30 AM 1036 63 58 600 200 900 100 No No No No 195 No No 11:30 AM 5727 128 70 600 200 900 100 No Yes No No 115 Yes No 2:45 PM 2314 98 98 600 200 900 100 No No No No 115 No No 3:45 PM 5104 126 139 600 200 900 100 No Yes No Yes 115 Yes Yes 4:45 PM 2112 145 127 600 200 900 100 No Yes No Yes 115 Yes Yes Numbers of Hours the Warrant Thresholds Are Met 0 4 0 2 3 2 Warrant Met? Short-Term Total Traffic 7:30 AM 1159 158 56 600 200 900 100 No Yes No No 180 No No 8:30 AM 2573 65 72 600 200 900 100 No No No No 115 No No 9:30 AM 1714 43 33 600 200 900 100 No No No No 115 No No 10:30 AM 1038 63 68 600 200 900 100 No No No No 195 No No 11:30 AM 5684 130 81 600 200 900 100 No Yes No No 115 Yes No 2:45 PM 2309 99 114 600 200 900 100 No No No Yes 115 No No 3:45 PM 5080 127 161 600 200 900 100 No Yes No Yes 115 Yes Yes 4:45 PM 2112 146 148 600 200 900 100 No Yes No Yes 115 Yes Yes Numbers of Hours the Warrant Thresholds Are Met 0 4 0 3 3 2 Warrant Met? Notes: Thresholds are based on 2 or more lanes on the major approach and 2 or more lanes on the minor approach The major street traffic includes all movements (left, through, and right) on Jackson Creek Parkway The east leg minor street traffic includes all movements (left, through, and right) on westbound Harness Road The west leg minor street traffic includes the left-turn, through volumes only on eastbound Harness Road as there is an exclusive right-turn lane Source: LSC Transportation Consultants, Inc. Oct-24 Traffic Signal Warrant Volume Threshold Analysis Short-Term Horizon Table 4 In order for an Eight Hour Traffic Signal Warrant to be satisfied the volume thresholds would need to be met during the morning and afternoon peak hours shown plus an additional six hours of the day . In order for a Four Hour Traffic Signal Warrant to be satisfied the volume thresholds would need to be met during the morning and afternoon peak hours shown plus an additional two hours of the day . Minor 2 West Leg⁽5⁾ Minor 1 East Leg(5) Warrant Analysis⁽¹⁾ No No No Approaching No Approaching Jackson Creek Parkway/Harness Road Monument Marketplace North Lot 5A Warrant Threshold Met? Warrant 2: Four Hour Vehicular Volume Evaluation(3) Warrant 1: Eight Hour Vehicular Volume Evaluation(2) Warrant Thresholds Warrant Threshold Met? Condition A Condition B East Leg West Leg Warrant Threshold Minor Minimum ---PAGE BREAK--- Figures 1-11 ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- 90' westbound left-turn lane - 90' maximum queue length 60' westbound right-turn lane - 132' maximum queue length block time during the afternoon peak hour) 148' westbound through lane - 146' maximum queue length 90' left-turn lane overflow storage length 148' dual westbound left-turn lanes - 156' maximum queue length block time during the afternoon peak hour) ---PAGE BREAK--- Figure 2 Site Plan taken from the Monument Marketplace North Update Traffic Impact Analysis ---PAGE BREAK--- ---PAGE BREAK--- Traffic Counts - Older ---PAGE BREAK--- File Name : Jackson Creek Pkwy - Strada Dr AM Site Code : S234161 Start Date : 10/9/2024 Page No : 1 Groups Printed- Unshifted Jackson Creek Pkwy Southbound Strata Dr Westbound Jackson Creek Pkwy Northbound Strada Dr Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:40 0 10 0 0 10 0 0 0 0 0 2 15 1 0 18 0 0 0 0 0 28 06:45 0 11 0 0 11 0 0 0 0 0 1 26 0 0 27 0 0 2 0 2 40 06:50 0 20 0 0 20 0 0 2 0 2 0 26 0 0 26 0 0 2 0 2 50 06:55 0 21 0 0 21 0 0 2 0 2 0 38 0 0 38 0 0 1 0 1 62 Total 0 62 0 0 62 0 0 4 0 4 3 105 1 0 109 0 0 5 0 5 180 07:00 1 28 0 0 29 1 0 1 0 2 2 30 0 0 32 0 0 0 0 0 63 07:05 0 26 0 0 26 0 0 2 0 2 2 32 0 0 34 0 0 1 0 1 63 07:10 0 29 1 0 30 1 0 0 0 1 1 25 0 0 26 0 0 4 0 4 61 07:15 0 31 0 0 31 0 0 0 0 0 1 36 0 0 37 1 0 0 0 1 69 07:20 0 58 2 0 60 0 0 3 0 3 1 40 0 0 41 1 0 1 0 2 106 07:25 0 47 1 0 48 0 0 1 0 1 1 48 0 0 49 1 0 0 0 1 99 07:30 1 59 0 0 60 0 0 1 0 1 0 45 0 0 45 0 0 1 0 1 107 07:35 0 43 0 0 43 1 0 1 0 2 2 51 0 0 53 0 0 2 0 2 100 07:40 1 60 0 0 61 0 0 1 0 1 0 24 0 0 24 0 0 0 0 0 86 07:45 0 33 0 0 33 0 0 0 0 0 0 33 0 0 33 0 0 0 0 0 66 07:50 0 26 0 0 26 2 0 0 0 2 0 24 1 0 25 0 0 1 0 1 54 07:55 0 25 0 0 25 0 0 1 0 1 0 36 0 0 36 0 0 0 0 0 62 Total 3 465 4 0 472 5 0 11 0 16 10 424 1 0 435 3 0 10 0 13 936 08:00 1 30 0 0 31 0 0 1 0 1 0 26 0 0 26 0 0 1 0 1 59 08:05 0 25 0 0 25 0 0 0 0 0 2 26 0 0 28 0 0 2 0 2 55 08:10 0 26 0 0 26 0 0 0 0 0 0 23 0 0 23 0 0 0 0 0 49 08:15 0 32 0 0 32 0 0 2 0 2 2 21 0 0 23 0 0 0 0 0 57 08:20 0 31 0 0 31 0 0 0 0 0 0 21 0 0 21 0 0 1 0 1 53 08:25 0 36 0 0 36 0 0 3 0 3 0 26 0 0 26 1 0 1 0 2 67 Grand Total 4 707 4 0 715 5 0 21 0 26 17 672 2 0 691 4 0 20 0 24 1456 % 0.6 98.9 0.6 0 19.2 0 80.8 0 2.5 97.3 0.3 0 16.7 0 83.3 0 Total % 0.3 48.6 0.3 0 49.1 0.3 0 1.4 0 1.8 1.2 46.2 0.1 0 47.5 0.3 0 1.4 0 1.6 LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Jackson Creek Pkwy - Strada Dr AM Site Code : S234161 Start Date : 10/9/2024 Page No : 2 Jackson Creek Pkwy Southbound Strata Dr Westbound Jackson Creek Pkwy Northbound Strada Dr Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 06:40 to 08:25 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:55 06:55 0 21 0 0 21 0 0 2 0 2 0 38 0 0 38 0 0 1 0 1 62 07:00 1 28 0 0 29 1 0 1 0 2 2 30 0 0 32 0 0 0 0 0 63 07:05 0 26 0 0 26 0 0 2 0 2 2 32 0 0 34 0 0 1 0 1 63 07:10 0 29 1 0 30 1 0 0 0 1 1 25 0 0 26 0 0 4 0 4 61 07:15 0 31 0 0 31 0 0 0 0 0 1 36 0 0 37 1 0 0 0 1 69 07:20 0 58 2 0 60 0 0 3 0 3 1 40 0 0 41 1 0 1 0 2 106 07:25 0 47 1 0 48 0 0 1 0 1 1 48 0 0 49 1 0 0 0 1 99 07:30 1 59 0 0 60 0 0 1 0 1 0 45 0 0 45 0 0 1 0 1 107 07:35 0 43 0 0 43 1 0 1 0 2 2 51 0 0 53 0 0 2 0 2 100 07:40 1 60 0 0 61 0 0 1 0 1 0 24 0 0 24 0 0 0 0 0 86 07:45 0 33 0 0 33 0 0 0 0 0 0 33 0 0 33 0 0 0 0 0 66 07:50 0 26 0 0 26 2 0 0 0 2 0 24 1 0 25 0 0 1 0 1 54 Total Volume 3 461 4 0 468 5 0 12 0 17 10 426 1 0 437 3 0 11 0 14 936 % App. Total 0.6 98.5 0.9 0 29.4 0 70.6 0 2.3 97.5 0.2 0 21.4 0 78.6 0 PHF .250 .640 .167 .000 .639 .208 .000 .333 .000 .472 .417 .696 .083 .000 .687 .250 .000 .229 .000 .292 .729 Jackson Creek Pkwy Strada Dr Strata Dr Jackson Creek Pkwy Right 3 Thru 461 Left 4 Peds 0 In Out Total 442 468 910 Right 5 Thru 0 Left 12 Peds 0 Out Total In 14 17 31 Left 1 Thru 426 Right 10 Peds 0 Out Total In 476 437 913 Left 11 Thru 0 Right 3 Peds 0 Total Out In 4 14 18 Peak Hour Begins at 06:55 Unshifted Peak Hour Data North LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Jackson Creek Pkwy - Strada Dr PM Site Code : S234421 Start Date : 10/8/2024 Page No : 1 Groups Printed- Unshifted Jackson Creek Pkwy Southbound Strada Dr Westbound Jackson Creek Pkwy Northbound Strada Dr Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 16:00 2 60 0 0 62 0 0 0 0 0 2 52 0 0 54 0 0 0 0 0 116 16:05 1 58 0 0 59 1 0 1 0 2 0 70 1 0 71 0 0 1 0 1 133 16:10 0 67 0 0 67 0 0 1 0 1 0 63 0 0 63 0 0 0 0 0 131 16:15 0 61 0 0 61 1 0 2 0 3 0 49 0 0 49 0 0 1 0 1 114 16:20 0 53 1 0 54 0 0 1 0 1 2 62 0 0 64 0 0 0 0 0 119 16:25 0 62 0 0 62 0 0 3 0 3 3 56 0 0 59 0 0 1 0 1 125 16:30 1 54 1 0 56 0 0 0 0 0 5 49 0 0 54 1 0 0 0 1 111 16:35 1 59 0 0 60 0 0 1 0 1 2 34 0 0 36 0 0 1 0 1 98 16:40 1 57 0 0 58 0 0 0 0 0 1 53 0 0 54 0 0 0 0 0 112 16:45 3 57 0 0 60 0 0 0 0 0 4 58 0 0 62 0 0 0 0 0 122 16:50 1 49 2 0 52 0 0 1 0 1 1 63 0 0 64 0 0 2 0 2 119 16:55 0 61 0 0 61 0 0 1 0 1 0 57 0 0 57 1 0 0 0 1 120 Total 10 698 4 0 712 2 0 11 0 13 20 666 1 0 687 2 0 6 0 8 1420 17:00 0 61 0 0 61 0 0 1 0 1 0 51 0 1 52 0 0 2 0 2 116 17:05 1 84 1 0 86 1 1 2 0 4 2 53 1 0 56 0 0 0 0 0 146 17:10 0 61 0 0 61 0 1 0 0 1 0 42 0 0 42 0 0 0 0 0 104 17:15 0 52 0 0 52 1 0 0 0 1 1 64 0 0 65 0 0 0 0 0 118 17:20 0 52 0 0 52 0 0 2 0 2 0 52 0 0 52 0 0 0 0 0 106 17:25 0 54 0 0 54 0 0 0 0 0 2 53 0 0 55 1 0 0 0 1 110 17:30 0 54 1 1 56 0 0 0 0 0 1 57 0 0 58 0 0 0 0 0 114 17:35 2 49 0 0 51 0 0 0 0 0 1 55 0 0 56 0 0 2 0 2 109 17:40 0 34 0 0 34 0 0 0 0 0 1 43 0 0 44 0 0 2 0 2 80 17:45 1 45 1 0 47 0 0 0 0 0 0 56 0 0 56 0 0 1 0 1 104 17:50 1 42 1 0 44 0 1 1 0 2 5 62 0 0 67 0 0 0 0 0 113 17:55 2 52 0 0 54 1 0 2 0 3 0 53 0 0 53 0 0 1 0 1 111 Total 7 640 4 1 652 3 3 8 0 14 13 641 1 1 656 1 0 8 0 9 1331 Grand Total 17 1338 8 1 1364 5 3 19 0 27 33 1307 2 1 1343 3 0 14 0 17 2751 % 1.2 98.1 0.6 0.1 18.5 11.1 70.4 0 2.5 97.3 0.1 0.1 17.6 0 82.4 0 Total % 0.6 48.6 0.3 0 49.6 0.2 0.1 0.7 0 1 1.2 47.5 0.1 0 48.8 0.1 0 0.5 0 0.6 LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Jackson Creek Pkwy - Strada Dr PM Site Code : S234421 Start Date : 10/8/2024 Page No : 2 Jackson Creek Pkwy Southbound Strada Dr Westbound Jackson Creek Pkwy Northbound Strada Dr Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 16:00 to 17:55 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:10 16:10 0 67 0 0 67 0 0 1 0 1 0 63 0 0 63 0 0 0 0 0 131 16:15 0 61 0 0 61 1 0 2 0 3 0 49 0 0 49 0 0 1 0 1 114 16:20 0 53 1 0 54 0 0 1 0 1 2 62 0 0 64 0 0 0 0 0 119 16:25 0 62 0 0 62 0 0 3 0 3 3 56 0 0 59 0 0 1 0 1 125 16:30 1 54 1 0 56 0 0 0 0 0 5 49 0 0 54 1 0 0 0 1 111 16:35 1 59 0 0 60 0 0 1 0 1 2 34 0 0 36 0 0 1 0 1 98 16:40 1 57 0 0 58 0 0 0 0 0 1 53 0 0 54 0 0 0 0 0 112 16:45 3 57 0 0 60 0 0 0 0 0 4 58 0 0 62 0 0 0 0 0 122 16:50 1 49 2 0 52 0 0 1 0 1 1 63 0 0 64 0 0 2 0 2 119 16:55 0 61 0 0 61 0 0 1 0 1 0 57 0 0 57 1 0 0 0 1 120 17:00 0 61 0 0 61 0 0 1 0 1 0 51 0 1 52 0 0 2 0 2 116 17:05 1 84 1 0 86 1 1 2 0 4 2 53 1 0 56 0 0 0 0 0 146 Total Volume 8 725 5 0 738 2 1 13 0 16 20 648 1 1 670 2 0 7 0 9 1433 % App. Total 1.1 98.2 0.7 0 12.5 6.2 81.2 0 3 96.7 0.1 0.1 22.2 0 77.8 0 PHF .222 .719 .208 .000 .715 .167 .083 .361 .000 .333 .333 .857 .083 .083 .872 .167 .000 .292 .000 .375 .818 Jackson Creek Pkwy Strada Dr Strada Dr Jackson Creek Pkwy Right 8 Thru 725 Left 5 Peds 0 In Out Total [PHONE REDACTED] Right 2 Thru 1 Left 13 Peds 0 Out Total In 25 16 41 Left 1 Thru 648 Right 20 Peds 1 Out Total In [PHONE REDACTED] Left 7 Thru 0 Right 2 Peds 0 Total Out In 10 9 19 Peak Hour Begins at 16:10 Unshifted Peak Hour Data North LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Jackson Creek Pkwy - Harness Rd SW 10-8-24 Site Code : S234421 Start Date : 10/8/2024 Page No : 1 Groups Printed- Unshifted Jackson Creek Pkwy Southbound Harness Rd Westbound Jackson Creek Pkwy Northbound Harness Rd Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:30 2 128 24 0 154 16 0 5 0 21 5 94 1 2 102 3 1 2 0 6 283 07:45 3 89 13 0 105 17 0 5 0 22 7 77 1 0 85 6 0 1 0 7 219 Total 5 217 37 0 259 33 0 10 0 43 12 171 2 2 187 9 1 3 0 13 502 08:00 1 87 11 0 99 14 0 4 0 18 5 65 2 0 72 2 1 5 0 8 197 08:15 0 74 18 0 92 6 0 2 0 8 4 52 1 0 57 7 0 1 0 8 165 08:30 3 108 26 0 137 23 1 5 0 29 8 98 4 0 110 5 1 5 0 11 287 08:45 3 131 9 0 143 31 0 5 0 36 9 103 5 0 117 6 1 3 0 10 306 Total 7 400 64 0 471 74 1 16 0 91 26 318 12 0 356 20 3 14 0 37 955 09:00 8 117 8 0 133 13 0 2 0 15 3 85 1 1 90 5 2 5 0 12 250 09:15 1 109 7 0 117 7 1 6 0 14 8 80 4 0 92 4 0 3 0 7 230 09:30 1 100 4 0 105 8 1 5 0 14 5 72 3 0 80 1 1 6 0 8 207 09:45 3 125 3 0 131 10 0 0 0 10 5 86 0 0 91 2 0 4 0 6 238 Total 13 451 22 0 486 38 2 13 0 53 21 323 8 1 353 12 3 18 0 33 925 10:00 7 133 4 0 144 8 0 4 0 12 7 111 1 0 119 1 1 4 0 6 281 10:15 5 118 11 0 134 7 0 1 0 8 7 93 0 0 100 1 0 7 0 8 250 10:30 3 119 10 0 132 9 0 6 0 15 8 94 4 0 106 4 3 3 0 10 263 10:45 3 114 10 0 127 7 0 0 0 7 1 107 2 0 110 2 1 10 0 13 257 Total 18 484 35 0 537 31 0 11 0 42 23 405 7 0 435 8 5 24 0 37 1051 11:00 5 154 16 0 175 5 0 1 0 6 2 109 1 0 112 2 1 6 0 9 302 11:15 5 120 6 0 131 11 0 5 0 16 4 143 5 2 154 3 1 7 0 11 312 11:30 2 145 10 0 157 3 1 4 0 8 10 123 3 0 136 7 0 10 0 17 318 11:45 6 120 17 0 143 3 1 5 0 9 5 141 5 1 152 8 3 10 0 21 325 Total 18 539 49 0 606 22 2 15 0 39 21 516 14 3 554 20 5 33 0 58 1257 12:00 9 134 6 0 149 11 0 5 0 16 7 127 3 0 137 10 1 15 0 26 328 12:15 4 155 8 0 167 8 4 6 0 18 5 124 4 1 134 4 6 10 0 20 339 BREAK Total 13 289 14 0 316 19 4 11 0 34 12 251 7 1 271 14 7 25 0 46 667 BREAK 14:30 3 92 10 0 105 11 0 5 0 16 7 115 6 0 128 2 1 6 0 9 258 14:45 3 190 25 0 218 18 0 15 0 33 12 196 6 1 215 2 3 11 0 16 482 Total 6 282 35 0 323 29 0 20 0 49 19 311 12 1 343 4 4 17 0 25 740 15:00 7 232 29 0 268 5 0 4 0 9 10 148 3 1 162 7 0 7 0 14 453 15:15 7 139 24 0 170 12 0 5 0 17 10 128 5 1 144 4 3 12 0 19 350 15:30 4 147 24 0 175 14 1 7 0 22 13 138 8 1 160 7 1 7 0 15 372 15:45 5 176 14 0 195 30 1 6 0 37 8 181 11 2 202 6 1 9 0 16 450 Total 23 694 91 0 808 61 2 22 0 85 41 595 27 5 668 24 5 35 0 64 1625 16:00 6 149 16 0 171 18 3 5 0 26 12 154 8 1 175 11 3 11 0 25 397 16:15 0 145 15 0 160 16 1 4 0 21 8 155 7 0 170 7 2 12 0 21 372 16:30 4 148 14 0 166 14 0 4 0 18 3 152 8 0 163 4 3 13 0 20 367 16:45 6 135 14 0 155 12 0 3 0 15 7 155 5 0 167 5 7 21 0 33 370 Total 16 577 59 0 652 60 4 16 0 80 30 616 28 1 675 27 15 57 0 99 1506 17:00 8 155 25 0 188 18 0 5 0 23 3 174 8 0 185 4 4 7 0 15 411 LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Jackson Creek Pkwy - Harness Rd SW 10-8-24 Site Code : S234421 Start Date : 10/8/2024 Page No : 2 Groups Printed- Unshifted Jackson Creek Pkwy Southbound Harness Rd Westbound Jackson Creek Pkwy Northbound Harness Rd Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 17:15 9 141 16 0 166 19 0 3 0 22 6 135 8 0 149 13 1 19 0 33 370 17:30 6 154 17 0 177 9 1 9 0 19 6 119 10 0 135 7 1 8 0 16 347 17:45 3 121 18 0 142 9 0 1 0 10 9 138 11 1 159 8 1 11 0 20 331 Total 26 571 76 0 673 55 1 18 0 74 24 566 37 1 628 32 7 45 0 84 1459 Grand Total 145 4504 482 0 5131 422 16 152 0 [PHONE REDACTED] 154 15 4470 170 55 271 0 496 10687 % 2.8 87.8 9.4 0 71.5 2.7 25.8 0 5.1 91.1 3.4 0.3 34.3 11.1 54.6 0 Total % 1.4 42.1 4.5 0 48 3.9 0.1 1.4 0 5.5 2.1 38.1 1.4 0.1 41.8 1.6 0.5 2.5 0 4.6 LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Cinematic View - Harness Rd AM Site Code : S234421 Start Date : 10/9/2024 Page No : 1 Groups Printed- Unshifted Southbound Harness Rd Westbound Cinematic View Northbound Harness Rd Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:45 0 0 0 0 0 0 1 1 0 2 0 0 1 0 1 0 5 0 0 5 8 Total 0 0 0 0 0 0 1 1 0 2 0 0 1 0 1 0 5 0 0 5 8 07:00 0 0 0 0 0 0 1 2 0 3 0 0 0 0 0 0 4 0 0 4 7 07:15 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 2 0 2 6 07:30 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 6 0 0 6 7 07:45 0 0 0 0 0 0 1 1 0 2 2 0 0 0 2 0 3 0 0 3 7 Total 0 0 0 0 0 0 6 4 0 10 2 0 0 0 2 0 13 2 0 15 27 08:00 0 0 0 0 0 0 0 4 0 4 2 0 0 0 2 0 3 0 0 3 9 08:15 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 7 0 0 7 9 Grand Total 0 0 0 0 0 0 8 9 0 17 5 0 1 0 6 0 28 2 0 30 53 % 0 0 0 0 0 47.1 52.9 0 83.3 0 16.7 0 0 93.3 6.7 0 Total % 0 0 0 0 0 0 15.1 17 0 32.1 9.4 0 1.9 0 11.3 0 52.8 3.8 0 56.6 LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Cinematic View - Harness Rd AM Site Code : S234421 Start Date : 10/9/2024 Page No : 2 Southbound Harness Rd Westbound Cinematic View Northbound Harness Rd Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 06:45 to 08:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 07:30 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 6 0 0 6 7 07:45 0 0 0 0 0 0 1 1 0 2 2 0 0 0 2 0 3 0 0 3 7 08:00 0 0 0 0 0 0 0 4 0 4 2 0 0 0 2 0 3 0 0 3 9 08:15 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 7 0 0 7 9 Total Volume 0 0 0 0 0 0 2 6 0 8 5 0 0 0 5 0 19 0 0 19 32 % App. Total 0 0 0 0 0 25 75 0 100 0 0 0 0 100 0 0 PHF .000 .000 .000 .000 .000 .000 .500 .375 .000 .500 .625 .000 .000 .000 .625 .000 .679 .000 .000 .679 .889 Harness Rd Harness Rd Cinematic View Right 0 Thru 0 Left 0 Peds 0 In Out Total 0 0 0 Right 0 Thru 2 Left 6 Peds 0 Out Total In 24 8 32 Left 0 Thru 0 Right 5 Peds 0 Out Total In 6 5 11 Left 0 Thru 19 Right 0 Peds 0 Total Out In 2 19 21 Peak Hour Begins at 07:30 Unshifted Peak Hour Data North LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Cinematic View - Harness Rd SP PM Site Code : S234421 Start Date : 10/9/2024 Page No : 1 Groups Printed- Unshifted Southbound Harness Rd Westbound Cinematic View Northbound Harness Rd Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 14:30 0 0 0 0 0 0 5 10 0 15 9 0 0 0 9 0 1 0 0 1 25 14:45 0 0 0 0 0 0 2 4 0 6 15 0 0 0 15 0 1 0 0 1 22 Total 0 0 0 0 0 0 7 14 0 21 24 0 0 0 24 0 2 0 0 2 47 15:00 0 0 0 0 0 0 6 9 0 15 14 0 1 0 15 0 4 0 0 4 34 15:15 0 0 0 0 0 0 5 5 1 11 10 0 2 0 12 0 1 0 0 1 24 15:30 0 0 0 0 0 0 4 5 1 10 19 0 1 0 20 1 4 0 0 5 35 15:45 0 0 0 0 0 0 7 2 0 9 14 0 2 0 16 1 4 0 0 5 30 Total 0 0 0 0 0 0 22 21 2 45 57 0 6 0 63 2 13 0 0 15 123 16:00 0 0 0 0 0 0 7 4 0 11 10 0 0 0 10 0 5 0 0 5 26 16:15 0 0 0 0 0 0 3 8 1 12 15 0 0 1 16 1 4 0 0 5 33 16:30 0 0 0 0 0 0 3 5 0 8 9 0 1 0 10 0 2 0 0 2 20 16:45 0 0 0 0 0 0 4 14 0 18 17 0 0 0 17 0 3 0 0 3 38 Total 0 0 0 0 0 0 17 31 1 49 51 0 1 1 53 1 14 0 0 15 117 17:00 0 0 0 0 0 0 4 13 0 17 17 0 0 0 17 1 3 0 0 4 38 17:15 0 0 0 0 0 0 6 14 0 20 15 0 1 0 16 0 4 0 0 4 40 17:30 0 0 0 0 0 0 8 14 0 22 20 0 1 0 21 1 4 0 0 5 48 17:45 0 0 0 0 0 0 5 7 0 12 19 0 0 0 19 0 2 0 0 2 33 Total 0 0 0 0 0 0 23 48 0 71 71 0 2 0 73 2 13 0 0 15 159 Grand Total 0 0 0 0 0 0 69 114 3 186 203 0 9 1 213 5 42 0 0 47 446 % 0 0 0 0 0 37.1 61.3 1.6 95.3 0 4.2 0.5 10.6 89.4 0 0 Total % 0 0 0 0 0 0 15.5 25.6 0.7 41.7 45.5 0 2 0.2 47.8 1.1 9.4 0 0 10.5 LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Cinematic View - Harness Rd SP PM Site Code : S234421 Start Date : 10/9/2024 Page No : 2 Southbound Harness Rd Westbound Cinematic View Northbound Harness Rd Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 14:30 to 17:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:45 16:45 0 0 0 0 0 0 4 14 0 18 17 0 0 0 17 0 3 0 0 3 38 17:00 0 0 0 0 0 0 4 13 0 17 17 0 0 0 17 1 3 0 0 4 38 17:15 0 0 0 0 0 0 6 14 0 20 15 0 1 0 16 0 4 0 0 4 40 17:30 0 0 0 0 0 0 8 14 0 22 20 0 1 0 21 1 4 0 0 5 48 Total Volume 0 0 0 0 0 0 22 55 0 77 69 0 2 0 71 2 14 0 0 16 164 % App. Total 0 0 0 0 0 28.6 71.4 0 97.2 0 2.8 0 12.5 87.5 0 0 PHF .000 .000 .000 .000 .000 .000 .688 .982 .000 .875 .863 .000 .500 .000 .845 .500 .875 .000 .000 .800 .854 Harness Rd Harness Rd Cinematic View Right 0 Thru 0 Left 0 Peds 0 In Out Total 0 0 0 Right 0 Thru 22 Left 55 Peds 0 Out Total In 83 77 160 Left 2 Thru 0 Right 69 Peds 0 Out Total In 57 71 128 Left 0 Thru 14 Right 2 Peds 0 Total Out In 24 16 40 Peak Hour Begins at 16:45 Unshifted Peak Hour Data North LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Cinematic View - Walmart North Access AM Site Code : S234421 Start Date : 10/9/2024 Page No : 1 Groups Printed- Bank 1 Cinematic View Southbound Walmart North Access Westbound Northbound Walmart North Access Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 06:45 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 1 0 0 1 4 Total 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 2 0 0 2 5 07:00 1 0 4 0 5 1 3 0 0 4 0 0 0 0 0 0 0 1 0 1 10 07:15 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 0 1 0 1 3 07:30 0 0 3 0 3 4 4 0 0 8 0 0 0 0 0 0 1 0 0 1 12 07:45 2 0 4 0 6 3 6 0 0 9 0 0 0 0 0 0 1 4 0 5 20 Total 3 0 11 0 14 9 14 0 0 23 0 0 0 0 0 0 2 6 0 8 45 08:00 1 0 4 0 5 4 3 0 0 7 0 0 0 0 0 0 0 1 0 1 13 08:15 0 0 3 0 3 4 6 0 0 10 0 0 0 0 0 0 0 0 0 0 13 Grand Total 4 0 18 0 22 18 25 0 0 43 0 0 0 0 0 0 4 7 0 11 76 % 18.2 0 81.8 0 41.9 58.1 0 0 0 0 0 0 0 36.4 63.6 0 Total % 5.3 0 23.7 0 28.9 23.7 32.9 0 0 56.6 0 0 0 0 0 0 5.3 9.2 0 14.5 LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Cinematic View - Walmart North Access AM Site Code : S234421 Start Date : 10/9/2024 Page No : 2 Cinematic View Southbound Walmart North Access Westbound Northbound Walmart North Access Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 06:30 to 08:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 07:30 0 0 3 0 3 4 4 0 0 8 0 0 0 0 0 0 1 0 0 1 12 07:45 2 0 4 0 6 3 6 0 0 9 0 0 0 0 0 0 1 4 0 5 20 08:00 1 0 4 0 5 4 3 0 0 7 0 0 0 0 0 0 0 1 0 1 13 08:15 0 0 3 0 3 4 6 0 0 10 0 0 0 0 0 0 0 0 0 0 13 Total Volume 3 0 14 0 17 15 19 0 0 34 0 0 0 0 0 0 2 5 0 7 58 % App. Total 17.6 0 82.4 0 44.1 55.9 0 0 0 0 0 0 0 28.6 71.4 0 PHF .375 .000 .875 .000 .708 .938 .792 .000 .000 .850 .000 .000 .000 .000 .000 .000 .500 .313 .000 .350 .725 Cinematic View Walmart North Access Walmart North Access Right 3 Thru 0 Left 14 Peds 0 In Out Total 20 17 37 Right 15 Thru 19 Left 0 Peds 0 Out Total In 16 34 50 Left 0 Thru 0 Right 0 Peds 0 Out Total In 0 0 0 Left 5 Thru 2 Right 0 Peds 0 Total Out In 22 7 29 Peak Hour Begins at 07:30 Bank 1 Peak Hour Data North LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Cinematic View - Walmart North Access SP-PM Site Code : S234421 Start Date : 10/8/2024 Page No : 1 Groups Printed- Bank 1 Cinematic View Southbound Walmart North Access Westbound Northbound Walmart North Access Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 14:30 3 0 2 0 5 5 7 0 0 12 0 0 0 0 0 0 2 7 0 9 26 14:45 1 0 6 0 7 7 12 0 0 19 0 0 0 0 0 0 5 6 0 11 37 Total 4 0 8 0 12 12 19 0 0 31 0 0 0 0 0 0 7 13 0 20 63 15:00 10 0 3 0 13 8 10 0 0 18 0 0 0 0 0 0 2 10 0 12 43 15:15 5 0 5 0 10 4 7 0 0 11 0 0 0 0 0 1 1 9 0 11 32 15:30 6 0 7 0 13 9 9 0 0 18 0 0 0 0 0 1 0 5 0 6 37 15:45 0 0 4 0 4 8 9 0 0 17 0 0 0 0 0 0 2 2 0 4 25 Total 21 0 19 0 40 29 35 0 0 64 0 0 0 0 0 2 5 26 0 33 137 16:00 4 0 4 0 8 12 10 0 0 22 0 0 0 0 0 0 4 9 0 13 43 16:15 6 0 5 0 11 12 10 0 0 22 0 0 0 0 0 0 1 10 0 11 44 16:30 11 0 9 0 20 8 12 0 0 20 0 0 0 0 0 0 5 9 0 14 54 16:45 5 0 5 0 10 2 8 0 0 10 0 0 0 0 0 0 3 5 0 8 28 Total 26 0 23 0 49 34 40 0 0 74 0 0 0 0 0 0 13 33 0 46 169 17:00 6 0 4 0 10 12 9 0 0 21 0 0 0 0 0 0 0 9 0 9 40 Grand Total 57 0 54 0 111 87 103 0 0 190 0 0 0 0 0 2 25 81 0 108 409 % 51.4 0 48.6 0 45.8 54.2 0 0 0 0 0 0 1.9 23.1 75 0 Total % 13.9 0 13.2 0 27.1 21.3 25.2 0 0 46.5 0 0 0 0 0 0.5 6.1 19.8 0 26.4 LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Cinematic View - Walmart North Access SP-PM Site Code : S234421 Start Date : 10/8/2024 Page No : 2 Cinematic View Southbound Walmart North Access Westbound Northbound Walmart North Access Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 14:30 to 17:00 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:00 16:00 4 0 4 0 8 12 10 0 0 22 0 0 0 0 0 0 4 9 0 13 43 16:15 6 0 5 0 11 12 10 0 0 22 0 0 0 0 0 0 1 10 0 11 44 16:30 11 0 9 0 20 8 12 0 0 20 0 0 0 0 0 0 5 9 0 14 54 16:45 5 0 5 0 10 2 8 0 0 10 0 0 0 0 0 0 3 5 0 8 28 Total Volume 26 0 23 0 49 34 40 0 0 74 0 0 0 0 0 0 13 33 0 46 169 % App. Total 53.1 0 46.9 0 45.9 54.1 0 0 0 0 0 0 0 28.3 71.7 0 PHF .591 .000 .639 .000 .613 .708 .833 .000 .000 .841 .000 .000 .000 .000 .000 .000 .650 .825 .000 .821 .782 Cinematic View Walmart North Access Walmart North Access Right 26 Thru 0 Left 23 Peds 0 In Out Total 67 49 116 Right 34 Thru 40 Left 0 Peds 0 Out Total In 36 74 110 Left 0 Thru 0 Right 0 Peds 0 Out Total In 0 0 0 Left 33 Thru 13 Right 0 Peds 0 Total Out In 66 46 112 Peak Hour Begins at 16:00 Bank 1 Peak Hour Data North LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Jackson Creek 3-4 Turn - Walmart North Access AM Site Code : S234421 Start Date : 10/9/2024 Page No : 1 Groups Printed- Unshifted Jackson Creek SB Right Southbound Westbound Jackson Creek NB Left Northbound Walmart North Access Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 06:45 1 0 0 0 1 0 0 0 0 0 0 0 2 0 2 1 0 0 0 1 4 Total 1 0 0 0 1 0 0 0 0 0 0 0 2 0 2 2 0 0 0 2 5 07:00 3 0 0 0 3 0 0 0 0 0 0 0 1 0 1 4 0 0 0 4 8 07:15 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 2 07:30 4 0 0 0 4 0 0 0 0 0 0 0 4 1 5 4 0 0 0 4 13 07:45 5 0 0 0 5 0 0 0 0 0 0 0 3 1 4 5 0 0 0 5 14 Total 13 0 0 0 13 0 0 0 0 0 0 0 9 2 11 13 0 0 0 13 37 08:00 4 0 0 0 4 0 0 0 0 0 0 0 3 0 3 4 0 0 0 4 11 08:15 9 0 0 0 9 0 0 0 0 0 0 0 1 0 1 3 0 0 0 3 13 Grand Total 27 0 0 0 27 0 0 0 0 0 0 0 15 2 17 22 0 0 0 22 66 % 100 0 0 0 0 0 0 0 0 0 88.2 11.8 100 0 0 0 Total % 40.9 0 0 0 40.9 0 0 0 0 0 0 0 22.7 3 25.8 33.3 0 0 0 33.3 LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Jackson Creek 3-4 Turn - Walmart North Access AM Site Code : S234421 Start Date : 10/9/2024 Page No : 2 Jackson Creek SB Right Southbound Westbound Jackson Creek NB Left Northbound Walmart North Access Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 06:30 to 08:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 07:30 4 0 0 0 4 0 0 0 0 0 0 0 4 1 5 4 0 0 0 4 13 07:45 5 0 0 0 5 0 0 0 0 0 0 0 3 1 4 5 0 0 0 5 14 08:00 4 0 0 0 4 0 0 0 0 0 0 0 3 0 3 4 0 0 0 4 11 08:15 9 0 0 0 9 0 0 0 0 0 0 0 1 0 1 3 0 0 0 3 13 Total Volume 22 0 0 0 22 0 0 0 0 0 0 0 11 2 13 16 0 0 0 16 51 % App. Total 100 0 0 0 0 0 0 0 0 0 84.6 15.4 100 0 0 0 PHF .611 .000 .000 .000 .611 .000 .000 .000 .000 .000 .000 .000 .688 .500 .650 .800 .000 .000 .000 .800 .911 Jackson Creek SB Right Walmart North Access Jackson Creek NB Left Right 22 Thru 0 Left 0 Peds 0 In Out Total 0 22 22 Right 0 Thru 0 Left 0 Peds 0 Out Total In 0 0 0 Left 11 Thru 0 Right 0 Peds 2 Out Total In 16 13 29 Left 0 Thru 0 Right 16 Peds 0 Total Out In 33 16 49 Peak Hour Begins at 07:30 Unshifted Peak Hour Data North LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Jackson Creek 3-4 Turn - Walmart North Access SP-PM Site Code : S234421 Start Date : 10/8/2024 Page No : 1 Groups Printed- Unshifted Jackson Creek SB Right Southbound Westbound Jackson Creek NB Left Northbound Walmart North Access Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 14:30 7 0 0 0 7 0 0 0 0 0 0 0 5 0 5 4 0 0 0 4 16 14:45 12 0 0 0 12 0 0 0 0 0 0 0 7 1 8 11 0 0 0 11 31 Total 19 0 0 0 19 0 0 0 0 0 0 0 12 1 13 15 0 0 0 15 47 15:00 8 0 0 0 8 0 0 0 0 0 0 0 9 0 9 5 0 0 0 5 22 15:15 8 0 0 0 8 0 0 0 0 0 0 0 3 1 4 5 0 0 0 5 17 15:30 10 0 0 0 10 0 0 0 0 0 0 0 7 0 7 7 0 0 0 7 24 15:45 10 0 0 0 10 0 0 0 0 0 0 0 7 0 7 6 0 0 0 6 23 Total 36 0 0 0 36 0 0 0 0 0 0 0 26 1 27 23 0 0 0 23 86 16:00 11 0 0 0 11 0 0 0 0 0 0 0 11 0 11 7 0 0 0 7 29 16:15 11 0 0 0 11 0 0 0 0 0 0 0 11 0 11 7 0 0 0 7 29 16:30 15 0 0 1 16 0 0 0 0 0 0 0 5 0 5 14 0 0 0 14 35 16:45 11 0 0 0 11 2 3 0 0 5 0 0 3 0 3 9 0 0 0 9 28 Total 48 0 0 1 49 2 3 0 0 5 0 0 30 0 30 37 0 0 0 37 121 17:00 15 0 0 0 15 0 0 0 0 0 0 0 7 0 7 4 0 0 0 4 26 Grand Total 118 0 0 1 119 2 3 0 0 5 0 0 75 2 77 79 0 0 0 79 280 % 99.2 0 0 0.8 40 60 0 0 0 0 97.4 2.6 100 0 0 0 Total % 42.1 0 0 0.4 42.5 0.7 1.1 0 0 1.8 0 0 26.8 0.7 27.5 28.2 0 0 0 28.2 LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Jackson Creek 3-4 Turn - Walmart North Access SP-PM Site Code : S234421 Start Date : 10/8/2024 Page No : 2 Jackson Creek SB Right Southbound Westbound Jackson Creek NB Left Northbound Walmart North Access Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 14:30 to 17:00 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:00 16:00 11 0 0 0 11 0 0 0 0 0 0 0 11 0 11 7 0 0 0 7 29 16:15 11 0 0 0 11 0 0 0 0 0 0 0 11 0 11 7 0 0 0 7 29 16:30 15 0 0 1 16 0 0 0 0 0 0 0 5 0 5 14 0 0 0 14 35 16:45 11 0 0 0 11 2 3 0 0 5 0 0 3 0 3 9 0 0 0 9 28 Total Volume 48 0 0 1 49 2 3 0 0 5 0 0 30 0 30 37 0 0 0 37 121 % App. Total 98 0 0 2 40 60 0 0 0 0 100 0 100 0 0 0 PHF .800 .000 .000 .250 .766 .250 .250 .000 .000 .250 .000 .000 .682 .000 .682 .661 .000 .000 .000 .661 .864 Jackson Creek SB Right Walmart North Access Jackson Creek NB Left Right 48 Thru 0 Left 0 Peds 1 In Out Total 2 49 51 Right 2 Thru 3 Left 0 Peds 0 Out Total In 0 5 5 Left 30 Thru 0 Right 0 Peds 0 Out Total In 37 30 67 Left 0 Thru 0 Right 37 Peds 0 Total Out In 81 37 118 Peak Hour Begins at 16:00 Unshifted Peak Hour Data North LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- Traffic Counts ---PAGE BREAK--- File Name : Jackson Creek Pkwy - Strada Dr AM Site Code : S234161 Start Date : 10/9/2024 Page No : 1 Groups Printed- Unshifted Jackson Creek Pkwy Southbound Strata Dr Westbound Jackson Creek Pkwy Northbound Strada Dr Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:40 0 10 0 0 10 0 0 0 0 0 2 15 1 0 18 0 0 0 0 0 28 06:45 0 11 0 0 11 0 0 0 0 0 1 26 0 0 27 0 0 2 0 2 40 06:50 0 20 0 0 20 0 0 2 0 2 0 26 0 0 26 0 0 2 0 2 50 06:55 0 21 0 0 21 0 0 2 0 2 0 38 0 0 38 0 0 1 0 1 62 Total 0 62 0 0 62 0 0 4 0 4 3 105 1 0 109 0 0 5 0 5 180 07:00 1 28 0 0 29 1 0 1 0 2 2 30 0 0 32 0 0 0 0 0 63 07:05 0 26 0 0 26 0 0 2 0 2 2 32 0 0 34 0 0 1 0 1 63 07:10 0 29 1 0 30 1 0 0 0 1 1 25 0 0 26 0 0 4 0 4 61 07:15 0 31 0 0 31 0 0 0 0 0 1 36 0 0 37 1 0 0 0 1 69 07:20 0 58 2 0 60 0 0 3 0 3 1 40 0 0 41 1 0 1 0 2 106 07:25 0 47 1 0 48 0 0 1 0 1 1 48 0 0 49 1 0 0 0 1 99 07:30 1 59 0 0 60 0 0 1 0 1 0 45 0 0 45 0 0 1 0 1 107 07:35 0 43 0 0 43 1 0 1 0 2 2 51 0 0 53 0 0 2 0 2 100 07:40 1 60 0 0 61 0 0 1 0 1 0 24 0 0 24 0 0 0 0 0 86 07:45 0 33 0 0 33 0 0 0 0 0 0 33 0 0 33 0 0 0 0 0 66 07:50 0 26 0 0 26 2 0 0 0 2 0 24 1 0 25 0 0 1 0 1 54 07:55 0 25 0 0 25 0 0 1 0 1 0 36 0 0 36 0 0 0 0 0 62 Total 3 465 4 0 472 5 0 11 0 16 10 424 1 0 435 3 0 10 0 13 936 08:00 1 30 0 0 31 0 0 1 0 1 0 26 0 0 26 0 0 1 0 1 59 08:05 0 25 0 0 25 0 0 0 0 0 2 26 0 0 28 0 0 2 0 2 55 08:10 0 26 0 0 26 0 0 0 0 0 0 23 0 0 23 0 0 0 0 0 49 08:15 0 32 0 0 32 0 0 2 0 2 2 21 0 0 23 0 0 0 0 0 57 08:20 0 31 0 0 31 0 0 0 0 0 0 21 0 0 21 0 0 1 0 1 53 08:25 0 36 0 0 36 0 0 3 0 3 0 26 0 0 26 1 0 1 0 2 67 Grand Total 4 707 4 0 715 5 0 21 0 26 17 672 2 0 691 4 0 20 0 24 1456 % 0.6 98.9 0.6 0 19.2 0 80.8 0 2.5 97.3 0.3 0 16.7 0 83.3 0 Total % 0.3 48.6 0.3 0 49.1 0.3 0 1.4 0 1.8 1.2 46.2 0.1 0 47.5 0.3 0 1.4 0 1.6 LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Jackson Creek Pkwy - Strada Dr AM Site Code : S234161 Start Date : 10/9/2024 Page No : 2 Jackson Creek Pkwy Southbound Strata Dr Westbound Jackson Creek Pkwy Northbound Strada Dr Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 06:40 to 08:25 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:55 06:55 0 21 0 0 21 0 0 2 0 2 0 38 0 0 38 0 0 1 0 1 62 07:00 1 28 0 0 29 1 0 1 0 2 2 30 0 0 32 0 0 0 0 0 63 07:05 0 26 0 0 26 0 0 2 0 2 2 32 0 0 34 0 0 1 0 1 63 07:10 0 29 1 0 30 1 0 0 0 1 1 25 0 0 26 0 0 4 0 4 61 07:15 0 31 0 0 31 0 0 0 0 0 1 36 0 0 37 1 0 0 0 1 69 07:20 0 58 2 0 60 0 0 3 0 3 1 40 0 0 41 1 0 1 0 2 106 07:25 0 47 1 0 48 0 0 1 0 1 1 48 0 0 49 1 0 0 0 1 99 07:30 1 59 0 0 60 0 0 1 0 1 0 45 0 0 45 0 0 1 0 1 107 07:35 0 43 0 0 43 1 0 1 0 2 2 51 0 0 53 0 0 2 0 2 100 07:40 1 60 0 0 61 0 0 1 0 1 0 24 0 0 24 0 0 0 0 0 86 07:45 0 33 0 0 33 0 0 0 0 0 0 33 0 0 33 0 0 0 0 0 66 07:50 0 26 0 0 26 2 0 0 0 2 0 24 1 0 25 0 0 1 0 1 54 Total Volume 3 461 4 0 468 5 0 12 0 17 10 426 1 0 437 3 0 11 0 14 936 % App. Total 0.6 98.5 0.9 0 29.4 0 70.6 0 2.3 97.5 0.2 0 21.4 0 78.6 0 PHF .250 .640 .167 .000 .639 .208 .000 .333 .000 .472 .417 .696 .083 .000 .687 .250 .000 .229 .000 .292 .729 Jackson Creek Pkwy Strada Dr Strata Dr Jackson Creek Pkwy Right 3 Thru 461 Left 4 Peds 0 In Out Total 442 468 910 Right 5 Thru 0 Left 12 Peds 0 Out Total In 14 17 31 Left 1 Thru 426 Right 10 Peds 0 Out Total In 476 437 913 Left 11 Thru 0 Right 3 Peds 0 Total Out In 4 14 18 Peak Hour Begins at 06:55 Unshifted Peak Hour Data North LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Jackson Creek Pkwy - Strada Dr PM Site Code : S234421 Start Date : 10/8/2024 Page No : 1 Groups Printed- Unshifted Jackson Creek Pkwy Southbound Strada Dr Westbound Jackson Creek Pkwy Northbound Strada Dr Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 16:00 2 60 0 0 62 0 0 0 0 0 2 52 0 0 54 0 0 0 0 0 116 16:05 1 58 0 0 59 1 0 1 0 2 0 70 1 0 71 0 0 1 0 1 133 16:10 0 67 0 0 67 0 0 1 0 1 0 63 0 0 63 0 0 0 0 0 131 16:15 0 61 0 0 61 1 0 2 0 3 0 49 0 0 49 0 0 1 0 1 114 16:20 0 53 1 0 54 0 0 1 0 1 2 62 0 0 64 0 0 0 0 0 119 16:25 0 62 0 0 62 0 0 3 0 3 3 56 0 0 59 0 0 1 0 1 125 16:30 1 54 1 0 56 0 0 0 0 0 5 49 0 0 54 1 0 0 0 1 111 16:35 1 59 0 0 60 0 0 1 0 1 2 34 0 0 36 0 0 1 0 1 98 16:40 1 57 0 0 58 0 0 0 0 0 1 53 0 0 54 0 0 0 0 0 112 16:45 3 57 0 0 60 0 0 0 0 0 4 58 0 0 62 0 0 0 0 0 122 16:50 1 49 2 0 52 0 0 1 0 1 1 63 0 0 64 0 0 2 0 2 119 16:55 0 61 0 0 61 0 0 1 0 1 0 57 0 0 57 1 0 0 0 1 120 Total 10 698 4 0 712 2 0 11 0 13 20 666 1 0 687 2 0 6 0 8 1420 17:00 0 61 0 0 61 0 0 1 0 1 0 51 0 1 52 0 0 2 0 2 116 17:05 1 84 1 0 86 1 1 2 0 4 2 53 1 0 56 0 0 0 0 0 146 17:10 0 61 0 0 61 0 1 0 0 1 0 42 0 0 42 0 0 0 0 0 104 17:15 0 52 0 0 52 1 0 0 0 1 1 64 0 0 65 0 0 0 0 0 118 17:20 0 52 0 0 52 0 0 2 0 2 0 52 0 0 52 0 0 0 0 0 106 17:25 0 54 0 0 54 0 0 0 0 0 2 53 0 0 55 1 0 0 0 1 110 17:30 0 54 1 1 56 0 0 0 0 0 1 57 0 0 58 0 0 0 0 0 114 17:35 2 49 0 0 51 0 0 0 0 0 1 55 0 0 56 0 0 2 0 2 109 17:40 0 34 0 0 34 0 0 0 0 0 1 43 0 0 44 0 0 2 0 2 80 17:45 1 45 1 0 47 0 0 0 0 0 0 56 0 0 56 0 0 1 0 1 104 17:50 1 42 1 0 44 0 1 1 0 2 5 62 0 0 67 0 0 0 0 0 113 17:55 2 52 0 0 54 1 0 2 0 3 0 53 0 0 53 0 0 1 0 1 111 Total 7 640 4 1 652 3 3 8 0 14 13 641 1 1 656 1 0 8 0 9 1331 Grand Total 17 1338 8 1 1364 5 3 19 0 27 33 1307 2 1 1343 3 0 14 0 17 2751 % 1.2 98.1 0.6 0.1 18.5 11.1 70.4 0 2.5 97.3 0.1 0.1 17.6 0 82.4 0 Total % 0.6 48.6 0.3 0 49.6 0.2 0.1 0.7 0 1 1.2 47.5 0.1 0 48.8 0.1 0 0.5 0 0.6 LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Jackson Creek Pkwy - Strada Dr PM Site Code : S234421 Start Date : 10/8/2024 Page No : 2 Jackson Creek Pkwy Southbound Strada Dr Westbound Jackson Creek Pkwy Northbound Strada Dr Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 16:00 to 17:55 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:10 16:10 0 67 0 0 67 0 0 1 0 1 0 63 0 0 63 0 0 0 0 0 131 16:15 0 61 0 0 61 1 0 2 0 3 0 49 0 0 49 0 0 1 0 1 114 16:20 0 53 1 0 54 0 0 1 0 1 2 62 0 0 64 0 0 0 0 0 119 16:25 0 62 0 0 62 0 0 3 0 3 3 56 0 0 59 0 0 1 0 1 125 16:30 1 54 1 0 56 0 0 0 0 0 5 49 0 0 54 1 0 0 0 1 111 16:35 1 59 0 0 60 0 0 1 0 1 2 34 0 0 36 0 0 1 0 1 98 16:40 1 57 0 0 58 0 0 0 0 0 1 53 0 0 54 0 0 0 0 0 112 16:45 3 57 0 0 60 0 0 0 0 0 4 58 0 0 62 0 0 0 0 0 122 16:50 1 49 2 0 52 0 0 1 0 1 1 63 0 0 64 0 0 2 0 2 119 16:55 0 61 0 0 61 0 0 1 0 1 0 57 0 0 57 1 0 0 0 1 120 17:00 0 61 0 0 61 0 0 1 0 1 0 51 0 1 52 0 0 2 0 2 116 17:05 1 84 1 0 86 1 1 2 0 4 2 53 1 0 56 0 0 0 0 0 146 Total Volume 8 725 5 0 738 2 1 13 0 16 20 648 1 1 670 2 0 7 0 9 1433 % App. Total 1.1 98.2 0.7 0 12.5 6.2 81.2 0 3 96.7 0.1 0.1 22.2 0 77.8 0 PHF .222 .719 .208 .000 .715 .167 .083 .361 .000 .333 .333 .857 .083 .083 .872 .167 .000 .292 .000 .375 .818 Jackson Creek Pkwy Strada Dr Strada Dr Jackson Creek Pkwy Right 8 Thru 725 Left 5 Peds 0 In Out Total [PHONE REDACTED] Right 2 Thru 1 Left 13 Peds 0 Out Total In 25 16 41 Left 1 Thru 648 Right 20 Peds 1 Out Total In [PHONE REDACTED] Left 7 Thru 0 Right 2 Peds 0 Total Out In 10 9 19 Peak Hour Begins at 16:10 Unshifted Peak Hour Data North LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Jackson Creek Pkwy - Harness Rd SW 10-8-24 Site Code : S234421 Start Date : 10/8/2024 Page No : 1 Groups Printed- Unshifted Jackson Creek Pkwy Southbound Harness Rd Westbound Jackson Creek Pkwy Northbound Harness Rd Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:30 2 128 24 0 154 16 0 5 0 21 5 94 1 2 102 3 1 2 0 6 283 07:45 3 89 13 0 105 17 0 5 0 22 7 77 1 0 85 6 0 1 0 7 219 Total 5 217 37 0 259 33 0 10 0 43 12 171 2 2 187 9 1 3 0 13 502 08:00 1 87 11 0 99 14 0 4 0 18 5 65 2 0 72 2 1 5 0 8 197 08:15 0 74 18 0 92 6 0 2 0 8 4 52 1 0 57 7 0 1 0 8 165 08:30 3 108 26 0 137 23 1 5 0 29 8 98 4 0 110 5 1 5 0 11 287 08:45 3 131 9 0 143 31 0 5 0 36 9 103 5 0 117 6 1 3 0 10 306 Total 7 400 64 0 471 74 1 16 0 91 26 318 12 0 356 20 3 14 0 37 955 09:00 8 117 8 0 133 13 0 2 0 15 3 85 1 1 90 5 2 5 0 12 250 09:15 1 109 7 0 117 7 1 6 0 14 8 80 4 0 92 4 0 3 0 7 230 09:30 1 100 4 0 105 8 1 5 0 14 5 72 3 0 80 1 1 6 0 8 207 09:45 3 125 3 0 131 10 0 0 0 10 5 86 0 0 91 2 0 4 0 6 238 Total 13 451 22 0 486 38 2 13 0 53 21 323 8 1 353 12 3 18 0 33 925 10:00 7 133 4 0 144 8 0 4 0 12 7 111 1 0 119 1 1 4 0 6 281 10:15 5 118 11 0 134 7 0 1 0 8 7 93 0 0 100 1 0 7 0 8 250 10:30 3 119 10 0 132 9 0 6 0 15 8 94 4 0 106 4 3 3 0 10 263 10:45 3 114 10 0 127 7 0 0 0 7 1 107 2 0 110 2 1 10 0 13 257 Total 18 484 35 0 537 31 0 11 0 42 23 405 7 0 435 8 5 24 0 37 1051 11:00 5 154 16 0 175 5 0 1 0 6 2 109 1 0 112 2 1 6 0 9 302 11:15 5 120 6 0 131 11 0 5 0 16 4 143 5 2 154 3 1 7 0 11 312 11:30 2 145 10 0 157 3 1 4 0 8 10 123 3 0 136 7 0 10 0 17 318 11:45 6 120 17 0 143 3 1 5 0 9 5 141 5 1 152 8 3 10 0 21 325 Total 18 539 49 0 606 22 2 15 0 39 21 516 14 3 554 20 5 33 0 58 1257 12:00 9 134 6 0 149 11 0 5 0 16 7 127 3 0 137 10 1 15 0 26 328 12:15 4 155 8 0 167 8 4 6 0 18 5 124 4 1 134 4 6 10 0 20 339 BREAK Total 13 289 14 0 316 19 4 11 0 34 12 251 7 1 271 14 7 25 0 46 667 BREAK 14:30 3 92 10 0 105 11 0 5 0 16 7 115 6 0 128 2 1 6 0 9 258 14:45 3 190 25 0 218 18 0 15 0 33 12 196 6 1 215 2 3 11 0 16 482 Total 6 282 35 0 323 29 0 20 0 49 19 311 12 1 343 4 4 17 0 25 740 15:00 7 232 29 0 268 5 0 4 0 9 10 148 3 1 162 7 0 7 0 14 453 15:15 7 139 24 0 170 12 0 5 0 17 10 128 5 1 144 4 3 12 0 19 350 15:30 4 147 24 0 175 14 1 7 0 22 13 138 8 1 160 7 1 7 0 15 372 15:45 5 176 14 0 195 30 1 6 0 37 8 181 11 2 202 6 1 9 0 16 450 Total 23 694 91 0 808 61 2 22 0 85 41 595 27 5 668 24 5 35 0 64 1625 16:00 6 149 16 0 171 18 3 5 0 26 12 154 8 1 175 11 3 11 0 25 397 16:15 0 145 15 0 160 16 1 4 0 21 8 155 7 0 170 7 2 12 0 21 372 16:30 4 148 14 0 166 14 0 4 0 18 3 152 8 0 163 4 3 13 0 20 367 16:45 6 135 14 0 155 12 0 3 0 15 7 155 5 0 167 5 7 21 0 33 370 Total 16 577 59 0 652 60 4 16 0 80 30 616 28 1 675 27 15 57 0 99 1506 17:00 8 155 25 0 188 18 0 5 0 23 3 174 8 0 185 4 4 7 0 15 411 LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Jackson Creek Pkwy - Harness Rd SW 10-8-24 Site Code : S234421 Start Date : 10/8/2024 Page No : 2 Groups Printed- Unshifted Jackson Creek Pkwy Southbound Harness Rd Westbound Jackson Creek Pkwy Northbound Harness Rd Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 17:15 9 141 16 0 166 19 0 3 0 22 6 135 8 0 149 13 1 19 0 33 370 17:30 6 154 17 0 177 9 1 9 0 19 6 119 10 0 135 7 1 8 0 16 347 17:45 3 121 18 0 142 9 0 1 0 10 9 138 11 1 159 8 1 11 0 20 331 Total 26 571 76 0 673 55 1 18 0 74 24 566 37 1 628 32 7 45 0 84 1459 Grand Total 145 4504 482 0 5131 422 16 152 0 [PHONE REDACTED] 154 15 4470 170 55 271 0 496 10687 % 2.8 87.8 9.4 0 71.5 2.7 25.8 0 5.1 91.1 3.4 0.3 34.3 11.1 54.6 0 Total % 1.4 42.1 4.5 0 48 3.9 0.1 1.4 0 5.5 2.1 38.1 1.4 0.1 41.8 1.6 0.5 2.5 0 4.6 LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Cinematic View - Harness Rd AM Site Code : S234421 Start Date : 10/9/2024 Page No : 1 Groups Printed- Unshifted Southbound Harness Rd Westbound Cinematic View Northbound Harness Rd Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:45 0 0 0 0 0 0 1 1 0 2 0 0 1 0 1 0 5 0 0 5 8 Total 0 0 0 0 0 0 1 1 0 2 0 0 1 0 1 0 5 0 0 5 8 07:00 0 0 0 0 0 0 1 2 0 3 0 0 0 0 0 0 4 0 0 4 7 07:15 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 2 0 2 6 07:30 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 6 0 0 6 7 07:45 0 0 0 0 0 0 1 1 0 2 2 0 0 0 2 0 3 0 0 3 7 Total 0 0 0 0 0 0 6 4 0 10 2 0 0 0 2 0 13 2 0 15 27 08:00 0 0 0 0 0 0 0 4 0 4 2 0 0 0 2 0 3 0 0 3 9 08:15 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 7 0 0 7 9 Grand Total 0 0 0 0 0 0 8 9 0 17 5 0 1 0 6 0 28 2 0 30 53 % 0 0 0 0 0 47.1 52.9 0 83.3 0 16.7 0 0 93.3 6.7 0 Total % 0 0 0 0 0 0 15.1 17 0 32.1 9.4 0 1.9 0 11.3 0 52.8 3.8 0 56.6 LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Cinematic View - Harness Rd AM Site Code : S234421 Start Date : 10/9/2024 Page No : 2 Southbound Harness Rd Westbound Cinematic View Northbound Harness Rd Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 06:45 to 08:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 07:30 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 6 0 0 6 7 07:45 0 0 0 0 0 0 1 1 0 2 2 0 0 0 2 0 3 0 0 3 7 08:00 0 0 0 0 0 0 0 4 0 4 2 0 0 0 2 0 3 0 0 3 9 08:15 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 7 0 0 7 9 Total Volume 0 0 0 0 0 0 2 6 0 8 5 0 0 0 5 0 19 0 0 19 32 % App. Total 0 0 0 0 0 25 75 0 100 0 0 0 0 100 0 0 PHF .000 .000 .000 .000 .000 .000 .500 .375 .000 .500 .625 .000 .000 .000 .625 .000 .679 .000 .000 .679 .889 Harness Rd Harness Rd Cinematic View Right 0 Thru 0 Left 0 Peds 0 In Out Total 0 0 0 Right 0 Thru 2 Left 6 Peds 0 Out Total In 24 8 32 Left 0 Thru 0 Right 5 Peds 0 Out Total In 6 5 11 Left 0 Thru 19 Right 0 Peds 0 Total Out In 2 19 21 Peak Hour Begins at 07:30 Unshifted Peak Hour Data North LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Cinematic View - Harness Rd SP PM Site Code : S234421 Start Date : 10/9/2024 Page No : 1 Groups Printed- Unshifted Southbound Harness Rd Westbound Cinematic View Northbound Harness Rd Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 14:30 0 0 0 0 0 0 5 10 0 15 9 0 0 0 9 0 1 0 0 1 25 14:45 0 0 0 0 0 0 2 4 0 6 15 0 0 0 15 0 1 0 0 1 22 Total 0 0 0 0 0 0 7 14 0 21 24 0 0 0 24 0 2 0 0 2 47 15:00 0 0 0 0 0 0 6 9 0 15 14 0 1 0 15 0 4 0 0 4 34 15:15 0 0 0 0 0 0 5 5 1 11 10 0 2 0 12 0 1 0 0 1 24 15:30 0 0 0 0 0 0 4 5 1 10 19 0 1 0 20 1 4 0 0 5 35 15:45 0 0 0 0 0 0 7 2 0 9 14 0 2 0 16 1 4 0 0 5 30 Total 0 0 0 0 0 0 22 21 2 45 57 0 6 0 63 2 13 0 0 15 123 16:00 0 0 0 0 0 0 7 4 0 11 10 0 0 0 10 0 5 0 0 5 26 16:15 0 0 0 0 0 0 3 8 1 12 15 0 0 1 16 1 4 0 0 5 33 16:30 0 0 0 0 0 0 3 5 0 8 9 0 1 0 10 0 2 0 0 2 20 16:45 0 0 0 0 0 0 4 14 0 18 17 0 0 0 17 0 3 0 0 3 38 Total 0 0 0 0 0 0 17 31 1 49 51 0 1 1 53 1 14 0 0 15 117 17:00 0 0 0 0 0 0 4 13 0 17 17 0 0 0 17 1 3 0 0 4 38 17:15 0 0 0 0 0 0 6 14 0 20 15 0 1 0 16 0 4 0 0 4 40 17:30 0 0 0 0 0 0 8 14 0 22 20 0 1 0 21 1 4 0 0 5 48 17:45 0 0 0 0 0 0 5 7 0 12 19 0 0 0 19 0 2 0 0 2 33 Total 0 0 0 0 0 0 23 48 0 71 71 0 2 0 73 2 13 0 0 15 159 Grand Total 0 0 0 0 0 0 69 114 3 186 203 0 9 1 213 5 42 0 0 47 446 % 0 0 0 0 0 37.1 61.3 1.6 95.3 0 4.2 0.5 10.6 89.4 0 0 Total % 0 0 0 0 0 0 15.5 25.6 0.7 41.7 45.5 0 2 0.2 47.8 1.1 9.4 0 0 10.5 LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Cinematic View - Harness Rd SP PM Site Code : S234421 Start Date : 10/9/2024 Page No : 2 Southbound Harness Rd Westbound Cinematic View Northbound Harness Rd Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 14:30 to 17:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:45 16:45 0 0 0 0 0 0 4 14 0 18 17 0 0 0 17 0 3 0 0 3 38 17:00 0 0 0 0 0 0 4 13 0 17 17 0 0 0 17 1 3 0 0 4 38 17:15 0 0 0 0 0 0 6 14 0 20 15 0 1 0 16 0 4 0 0 4 40 17:30 0 0 0 0 0 0 8 14 0 22 20 0 1 0 21 1 4 0 0 5 48 Total Volume 0 0 0 0 0 0 22 55 0 77 69 0 2 0 71 2 14 0 0 16 164 % App. Total 0 0 0 0 0 28.6 71.4 0 97.2 0 2.8 0 12.5 87.5 0 0 PHF .000 .000 .000 .000 .000 .000 .688 .982 .000 .875 .863 .000 .500 .000 .845 .500 .875 .000 .000 .800 .854 Harness Rd Harness Rd Cinematic View Right 0 Thru 0 Left 0 Peds 0 In Out Total 0 0 0 Right 0 Thru 22 Left 55 Peds 0 Out Total In 83 77 160 Left 2 Thru 0 Right 69 Peds 0 Out Total In 57 71 128 Left 0 Thru 14 Right 2 Peds 0 Total Out In 24 16 40 Peak Hour Begins at 16:45 Unshifted Peak Hour Data North LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Cinematic View - Walmart North Access AM Site Code : S234421 Start Date : 10/9/2024 Page No : 1 Groups Printed- Bank 1 Cinematic View Southbound Walmart North Access Westbound Northbound Walmart North Access Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 06:45 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 1 0 0 1 4 Total 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 2 0 0 2 5 07:00 1 0 4 0 5 1 3 0 0 4 0 0 0 0 0 0 0 1 0 1 10 07:15 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 0 1 0 1 3 07:30 0 0 3 0 3 4 4 0 0 8 0 0 0 0 0 0 1 0 0 1 12 07:45 2 0 4 0 6 3 6 0 0 9 0 0 0 0 0 0 1 4 0 5 20 Total 3 0 11 0 14 9 14 0 0 23 0 0 0 0 0 0 2 6 0 8 45 08:00 1 0 4 0 5 4 3 0 0 7 0 0 0 0 0 0 0 1 0 1 13 08:15 0 0 3 0 3 4 6 0 0 10 0 0 0 0 0 0 0 0 0 0 13 Grand Total 4 0 18 0 22 18 25 0 0 43 0 0 0 0 0 0 4 7 0 11 76 % 18.2 0 81.8 0 41.9 58.1 0 0 0 0 0 0 0 36.4 63.6 0 Total % 5.3 0 23.7 0 28.9 23.7 32.9 0 0 56.6 0 0 0 0 0 0 5.3 9.2 0 14.5 LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Cinematic View - Walmart North Access AM Site Code : S234421 Start Date : 10/9/2024 Page No : 2 Cinematic View Southbound Walmart North Access Westbound Northbound Walmart North Access Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 06:30 to 08:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 07:30 0 0 3 0 3 4 4 0 0 8 0 0 0 0 0 0 1 0 0 1 12 07:45 2 0 4 0 6 3 6 0 0 9 0 0 0 0 0 0 1 4 0 5 20 08:00 1 0 4 0 5 4 3 0 0 7 0 0 0 0 0 0 0 1 0 1 13 08:15 0 0 3 0 3 4 6 0 0 10 0 0 0 0 0 0 0 0 0 0 13 Total Volume 3 0 14 0 17 15 19 0 0 34 0 0 0 0 0 0 2 5 0 7 58 % App. Total 17.6 0 82.4 0 44.1 55.9 0 0 0 0 0 0 0 28.6 71.4 0 PHF .375 .000 .875 .000 .708 .938 .792 .000 .000 .850 .000 .000 .000 .000 .000 .000 .500 .313 .000 .350 .725 Cinematic View Walmart North Access Walmart North Access Right 3 Thru 0 Left 14 Peds 0 In Out Total 20 17 37 Right 15 Thru 19 Left 0 Peds 0 Out Total In 16 34 50 Left 0 Thru 0 Right 0 Peds 0 Out Total In 0 0 0 Left 5 Thru 2 Right 0 Peds 0 Total Out In 22 7 29 Peak Hour Begins at 07:30 Bank 1 Peak Hour Data North LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Cinamatic View - N Walmaert Access 4-6 PM Site Code : S234421 Start Date : 11/12/2024 Page No : 1 Groups Printed- Bank 1 Cinamatic View Southbound N Walmart Access Westbound Northbound N Walmaert Access Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 16:00 3 0 5 0 8 4 4 0 0 8 0 0 0 0 0 0 1 0 0 1 17 16:05 1 0 2 0 3 6 8 0 0 14 0 0 0 0 0 0 0 2 0 2 19 16:10 3 0 1 0 4 3 3 0 0 6 0 0 0 0 0 0 0 3 0 3 13 16:15 4 0 5 0 9 5 5 0 0 10 0 0 0 0 0 0 0 5 0 5 24 16:20 4 0 2 0 6 5 2 0 0 7 0 0 0 0 0 0 0 2 0 2 15 16:25 5 0 4 0 9 6 11 0 0 17 0 0 0 0 0 0 0 4 0 4 30 16:30 5 0 3 0 8 8 3 0 0 11 0 0 0 0 0 0 1 2 0 3 22 16:35 1 0 2 0 3 7 4 0 0 11 0 0 0 0 0 0 0 6 0 6 20 16:40 1 0 3 0 4 1 5 0 0 6 0 0 0 0 0 0 0 2 0 2 12 16:45 3 0 3 0 6 3 5 0 0 8 0 0 0 0 0 0 4 5 0 9 23 16:50 2 0 3 0 5 0 1 0 0 1 0 0 0 0 0 0 1 5 0 6 12 16:55 0 0 1 0 1 1 4 0 0 5 0 0 0 0 0 0 0 4 0 4 10 Total 32 0 34 0 66 49 55 0 0 104 0 0 0 0 0 0 7 40 0 47 217 17:00 1 0 1 0 2 1 1 0 0 2 0 0 0 0 0 0 2 4 0 6 10 17:05 1 0 1 0 2 2 4 0 0 6 0 0 0 0 0 0 0 4 0 4 12 17:10 0 0 1 0 1 1 2 0 0 3 0 0 0 0 0 0 1 1 0 2 6 17:15 2 0 0 0 2 0 2 0 0 2 0 0 0 0 0 0 0 2 0 2 6 17:20 2 0 0 0 2 0 3 0 0 3 0 0 0 0 0 0 1 3 0 4 9 17:25 0 0 1 0 1 3 1 0 0 4 0 0 0 0 0 0 0 2 0 2 7 17:30 1 0 1 0 2 3 0 0 0 3 0 0 0 0 0 0 0 3 0 3 8 17:35 0 0 3 0 3 0 2 0 0 2 0 0 0 0 0 0 1 1 0 2 7 17:40 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 3 17:45 2 0 1 0 3 2 4 0 0 6 0 0 0 0 0 0 1 5 0 6 15 17:50 2 0 2 0 4 4 0 0 0 4 0 0 0 0 0 0 1 4 0 5 13 17:55 2 0 1 0 3 5 1 0 0 6 0 0 0 0 0 0 0 4 0 4 13 Total 13 0 13 0 26 22 20 0 0 42 0 0 0 0 0 0 7 34 0 41 109 Grand Total 45 0 47 0 92 71 75 0 0 146 0 0 0 0 0 0 14 74 0 88 326 % 48.9 0 51.1 0 48.6 51.4 0 0 0 0 0 0 0 15.9 84.1 0 Total % 13.8 0 14.4 0 28.2 21.8 23 0 0 44.8 0 0 0 0 0 0 4.3 22.7 0 27 LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Cinamatic View - N Walmaert Access 4-6 PM Site Code : S234421 Start Date : 11/12/2024 Page No : 2 Cinamatic View Southbound N Walmart Access Westbound Northbound N Walmaert Access Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 16:00 to 17:55 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:00 16:00 3 0 5 0 8 4 4 0 0 8 0 0 0 0 0 0 1 0 0 1 17 16:05 1 0 2 0 3 6 8 0 0 14 0 0 0 0 0 0 0 2 0 2 19 16:10 3 0 1 0 4 3 3 0 0 6 0 0 0 0 0 0 0 3 0 3 13 16:15 4 0 5 0 9 5 5 0 0 10 0 0 0 0 0 0 0 5 0 5 24 16:20 4 0 2 0 6 5 2 0 0 7 0 0 0 0 0 0 0 2 0 2 15 16:25 5 0 4 0 9 6 11 0 0 17 0 0 0 0 0 0 0 4 0 4 30 16:30 5 0 3 0 8 8 3 0 0 11 0 0 0 0 0 0 1 2 0 3 22 16:35 1 0 2 0 3 7 4 0 0 11 0 0 0 0 0 0 0 6 0 6 20 16:40 1 0 3 0 4 1 5 0 0 6 0 0 0 0 0 0 0 2 0 2 12 16:45 3 0 3 0 6 3 5 0 0 8 0 0 0 0 0 0 4 5 0 9 23 16:50 2 0 3 0 5 0 1 0 0 1 0 0 0 0 0 0 1 5 0 6 12 16:55 0 0 1 0 1 1 4 0 0 5 0 0 0 0 0 0 0 4 0 4 10 Total Volume 32 0 34 0 66 49 55 0 0 104 0 0 0 0 0 0 7 40 0 47 217 % App. Total 48.5 0 51.5 0 47.1 52.9 0 0 0 0 0 0 0 14.9 85.1 0 PHF .533 .000 .567 .000 .611 .510 .417 .000 .000 .510 .000 .000 .000 .000 .000 .000 .146 .556 .000 .435 .603 Cinamatic View N Walmaert Access N Walmart Access Right 32 Thru 0 Left 34 Peds 0 In Out Total 89 66 155 Right 49 Thru 55 Left 0 Peds 0 Out Total In 41 104 145 Left 0 Thru 0 Right 0 Peds 0 Out Total In 0 0 0 Left 40 Thru 7 Right 0 Peds 0 Total Out In 87 47 134 Peak Hour Begins at 16:00 Bank 1 Peak Hour Data North LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Jackson Creek 3-4 Turn - Walmart North Access AM Site Code : S234421 Start Date : 10/9/2024 Page No : 1 Groups Printed- Unshifted Jackson Creek SB Right Southbound Westbound Jackson Creek NB Left Northbound Walmart North Access Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 06:45 1 0 0 0 1 0 0 0 0 0 0 0 2 0 2 1 0 0 0 1 4 Total 1 0 0 0 1 0 0 0 0 0 0 0 2 0 2 2 0 0 0 2 5 07:00 3 0 0 0 3 0 0 0 0 0 0 0 1 0 1 4 0 0 0 4 8 07:15 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 2 07:30 4 0 0 0 4 0 0 0 0 0 0 0 4 1 5 4 0 0 0 4 13 07:45 5 0 0 0 5 0 0 0 0 0 0 0 3 1 4 5 0 0 0 5 14 Total 13 0 0 0 13 0 0 0 0 0 0 0 9 2 11 13 0 0 0 13 37 08:00 4 0 0 0 4 0 0 0 0 0 0 0 3 0 3 4 0 0 0 4 11 08:15 9 0 0 0 9 0 0 0 0 0 0 0 1 0 1 3 0 0 0 3 13 Grand Total 27 0 0 0 27 0 0 0 0 0 0 0 15 2 17 22 0 0 0 22 66 % 100 0 0 0 0 0 0 0 0 0 88.2 11.8 100 0 0 0 Total % 40.9 0 0 0 40.9 0 0 0 0 0 0 0 22.7 3 25.8 33.3 0 0 0 33.3 LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Jackson Creek 3-4 Turn - Walmart North Access AM Site Code : S234421 Start Date : 10/9/2024 Page No : 2 Jackson Creek SB Right Southbound Westbound Jackson Creek NB Left Northbound Walmart North Access Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 06:30 to 08:15 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 07:30 4 0 0 0 4 0 0 0 0 0 0 0 4 1 5 4 0 0 0 4 13 07:45 5 0 0 0 5 0 0 0 0 0 0 0 3 1 4 5 0 0 0 5 14 08:00 4 0 0 0 4 0 0 0 0 0 0 0 3 0 3 4 0 0 0 4 11 08:15 9 0 0 0 9 0 0 0 0 0 0 0 1 0 1 3 0 0 0 3 13 Total Volume 22 0 0 0 22 0 0 0 0 0 0 0 11 2 13 16 0 0 0 16 51 % App. Total 100 0 0 0 0 0 0 0 0 0 84.6 15.4 100 0 0 0 PHF .611 .000 .000 .000 .611 .000 .000 .000 .000 .000 .000 .000 .688 .500 .650 .800 .000 .000 .000 .800 .911 Jackson Creek SB Right Walmart North Access Jackson Creek NB Left Right 22 Thru 0 Left 0 Peds 0 In Out Total 0 22 22 Right 0 Thru 0 Left 0 Peds 0 Out Total In 0 0 0 Left 11 Thru 0 Right 0 Peds 2 Out Total In 16 13 29 Left 0 Thru 0 Right 16 Peds 0 Total Out In 33 16 49 Peak Hour Begins at 07:30 Unshifted Peak Hour Data North LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Jackson Creek Pkwy - N Walmaert Access 4-6 PM Site Code : S234421 Start Date : 11/12/2024 Page No : 1 Groups Printed- Unshifted Jackson Creek Pkwy Southbound Westbound Jackson Creek Pkwy Northbound N Walmaert Access Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 16:00 4 0 0 0 4 0 0 0 0 0 0 0 4 0 4 5 0 0 0 5 13 16:05 8 0 0 0 8 0 1 0 0 1 0 0 7 0 7 3 0 0 0 3 19 16:10 5 0 0 0 5 0 0 0 0 0 0 0 1 0 1 1 0 0 0 1 7 16:15 6 0 0 0 6 0 0 0 0 0 0 0 4 0 4 5 0 0 0 5 15 16:20 6 0 0 0 6 0 0 0 0 0 0 0 2 0 2 2 0 0 0 2 10 16:25 7 0 0 0 7 0 0 0 0 0 0 0 7 0 7 4 0 0 0 4 18 16:30 4 0 0 0 4 0 0 0 0 0 0 0 5 0 5 4 0 0 0 4 13 16:35 7 0 0 0 7 0 0 0 0 0 0 0 5 0 5 2 0 0 0 2 14 16:40 6 0 0 0 6 0 0 0 0 0 0 0 1 0 1 3 0 0 0 3 10 16:45 5 0 0 0 5 0 0 0 0 0 0 0 2 0 2 7 0 0 0 7 14 16:50 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3 0 1 0 4 5 16:55 4 0 0 0 4 0 0 0 0 0 0 0 1 0 1 1 0 0 0 1 6 Total 63 0 0 0 63 0 1 0 0 1 0 0 39 0 39 40 0 1 0 41 144 17:00 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 3 0 0 0 3 5 17:05 5 0 0 0 5 0 0 0 0 0 0 0 1 1 2 1 0 0 0 1 8 17:10 2 0 0 0 2 0 0 0 0 0 0 0 1 1 2 2 0 0 0 2 6 17:15 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 17:20 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 4 17:25 3 0 0 0 3 0 0 0 0 0 0 0 1 0 1 1 0 0 0 1 5 17:30 2 0 0 0 2 0 0 0 0 0 0 0 1 0 1 1 0 0 0 1 4 17:35 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 3 0 0 0 3 5 17:40 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 3 17:45 4 0 0 0 4 0 0 0 0 0 0 0 2 0 2 2 0 0 0 2 8 17:50 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 3 0 0 0 3 7 17:55 3 0 0 0 3 0 0 0 0 0 0 0 3 0 3 1 0 0 0 1 7 Total 24 0 0 0 24 0 0 0 0 0 0 0 17 2 19 20 0 0 0 20 63 Grand Total 87 0 0 0 87 0 1 0 0 1 0 0 56 2 58 60 0 1 0 61 207 % 100 0 0 0 0 100 0 0 0 0 96.6 3.4 98.4 0 1.6 0 Total % 42 0 0 0 42 0 0.5 0 0 0.5 0 0 27.1 1 28 29 0 0.5 0 29.5 LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- File Name : Jackson Creek Pkwy - N Walmaert Access 4-6 PM Site Code : S234421 Start Date : 11/12/2024 Page No : 2 Jackson Creek Pkwy Southbound Westbound Jackson Creek Pkwy Northbound N Walmaert Access Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 16:00 to 17:55 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:00 16:00 4 0 0 0 4 0 0 0 0 0 0 0 4 0 4 5 0 0 0 5 13 16:05 8 0 0 0 8 0 1 0 0 1 0 0 7 0 7 3 0 0 0 3 19 16:10 5 0 0 0 5 0 0 0 0 0 0 0 1 0 1 1 0 0 0 1 7 16:15 6 0 0 0 6 0 0 0 0 0 0 0 4 0 4 5 0 0 0 5 15 16:20 6 0 0 0 6 0 0 0 0 0 0 0 2 0 2 2 0 0 0 2 10 16:25 7 0 0 0 7 0 0 0 0 0 0 0 7 0 7 4 0 0 0 4 18 16:30 4 0 0 0 4 0 0 0 0 0 0 0 5 0 5 4 0 0 0 4 13 16:35 7 0 0 0 7 0 0 0 0 0 0 0 5 0 5 2 0 0 0 2 14 16:40 6 0 0 0 6 0 0 0 0 0 0 0 1 0 1 3 0 0 0 3 10 16:45 5 0 0 0 5 0 0 0 0 0 0 0 2 0 2 7 0 0 0 7 14 16:50 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3 0 1 0 4 5 16:55 4 0 0 0 4 0 0 0 0 0 0 0 1 0 1 1 0 0 0 1 6 Total Volume 63 0 0 0 63 0 1 0 0 1 0 0 39 0 39 40 0 1 0 41 144 % App. Total 100 0 0 0 0 100 0 0 0 0 100 0 97.6 0 2.4 0 PHF .656 .000 .000 .000 .656 .000 .083 .000 .000 .083 .000 .000 .464 .000 .464 .476 .000 .083 .000 .488 .632 Jackson Creek Pkwy N Walmaert Access Jackson Creek Pkwy Right 63 Thru 0 Left 0 Peds 0 In Out Total 1 63 64 Right 0 Thru 1 Left 0 Peds 0 Out Total In 0 1 1 Left 39 Thru 0 Right 0 Peds 0 Out Total In 40 39 79 Left 1 Thru 0 Right 40 Peds 0 Total Out In 103 41 144 Peak Hour Begins at 16:00 Unshifted Peak Hour Data North LSC Transportation Consultants, Inc. 2504 E. Pikes Peak Ave, Suite 304 Colorado Springs, CO 80909 [PHONE REDACTED] ---PAGE BREAK--- Level of Service Reports ---PAGE BREAK--- HCM 6th TWSC Existing Traffic 7: Jackson Creek Pkwy & Strata Dr AM Peak Hour Existing Traffic 10 Report AM Peak Hour Page 1 Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 11 0 3 12 0 5 1 426 10 4 461 3 Future Vol, veh/h 11 0 3 12 0 5 1 426 10 4 461 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 205 275 - 235 260 - 250 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 78 78 78 74 74 74 77 77 77 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 14 0 4 15 0 6 1 576 14 5 599 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 899 1201 [PHONE REDACTED] 288 603 0 0 590 0 0 Stage 1 609 609 - 578 578 - - - - - - - Stage 2 290 592 - 310 613 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 234 184 696 238 186 709 971 - - 982 - - Stage 1 449 484 - 468 499 - - - - - - - Stage 2 694 492 - 675 481 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 231 183 696 236 185 709 971 - - 982 - - Mov Cap-2 Maneuver 231 183 - 236 185 - - - - - - - Stage 1 449 482 - 468 499 - - - - - - - Stage 2 687 492 - 668 479 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 19.2 18 0 0.1 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 EBLn3WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 971 - - 231 - 696 236 - 709 982 - - HCM Lane V/C Ratio 0.001 - - 0.061 - 0.006 0.065 - 0.009 0.005 - - HCM Control Delay 8.7 - - 21.6 0 10.2 21.3 0 10.1 8.7 - - HCM Lane LOS A - - C A B C A B A - - HCM 95th %tile Q(veh) 0 - - 0.2 - 0 0.2 - 0 0 - - ---PAGE BREAK--- HCM 6th TWSC Existing Traffic 10: Jackson Creek Pkwy & Harness Rd AM Peak Hour Existing Traffic 10 Report AM Peak Hour Page 2 Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 2 18 16 0 53 5 288 21 66 378 6 Future Vol, veh/h 9 2 18 16 0 53 5 288 21 66 378 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 75 225 - - 350 - 235 260 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 82 82 82 79 79 79 77 77 77 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 12 3 23 20 0 65 6 365 27 86 491 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 858 1067 [PHONE REDACTED] 183 499 0 0 392 0 0 Stage 1 663 663 - 377 377 - - - - - - - Stage 2 195 404 - 419 671 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 251 221 754 278 [PHONE REDACTED] - - 1163 - - Stage 1 417 457 - 616 614 - - - - - - - Stage 2 788 598 - 582 453 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 217 203 754 251 [PHONE REDACTED] - - 1163 - - Mov Cap-2 Maneuver 217 203 - 251 208 - - - - - - - Stage 1 414 423 - 612 610 - - - - - - - Stage 2 722 594 - 519 419 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.7 12.2 0.1 1.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 EBLn3WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1061 - - 217 203 754 [PHONE REDACTED] - - HCM Lane V/C Ratio 0.006 - - 0.053 0.013 0.031 0.078 0.078 0.074 - - HCM Control Delay 8.4 - - 22.5 23 9.9 20.5 9.7 8.3 - - HCM Lane LOS A - - C C A C A A - - HCM 95th %tile Q(veh) 0 - - 0.2 0 0.1 0.3 0.3 0.2 - - ---PAGE BREAK--- HCM 6th TWSC Existing Traffic 74: Monument Marketplace 3/4 Access & Cinematic Vw AM Peak Hour Existing Traffic 10 Report AM Peak Hour Page 3 Intersection Int Delay, s/veh 3.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 2 19 15 14 3 Future Vol, veh/h 5 2 19 15 14 3 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 2 2 2 2 Mvmt Flow 7 3 26 21 19 4 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 47 0 - 0 54 37 Stage 1 - - - - 37 - Stage 2 - - - - 17 - 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 1560 - - - 954 1035 Stage 1 - - - - 985 - Stage 2 - - - - 1006 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1560 - - - 950 1035 Mov Cap-2 Maneuver - - - - 950 - Stage 1 - - - - 981 - Stage 2 - - - - 1006 - Approach EB WB SB HCM Control Delay, s 5.2 0 8.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1560 - - - 964 HCM Lane V/C Ratio 0.004 - - - 0.024 HCM Control Delay 7.3 0 - - 8.8 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 ---PAGE BREAK--- HCM 6th TWSC Existing Traffic 79: Cinematic Vw & Harness Rd AM Peak Hour Existing Traffic 10 Report AM Peak Hour Page 4 Intersection Int Delay, s/veh 2.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 19 0 6 2 0 5 Future Vol, veh/h 19 0 6 2 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 - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 21 0 7 2 0 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 21 0 37 11 Stage 1 - - - - 21 - Stage 2 - - - - 16 - Critical Hdwy - - 4.13 - 6.63 6.93 Critical Hdwy Stg 1 - - - - 5.83 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy - - 2.219 - 3.519 3.319 Pot Cap-1 Maneuver - - 1594 - 973 1067 Stage 1 - - - - 999 - Stage 2 - - - - 1006 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1594 - 969 1067 Mov Cap-2 Maneuver - - - - 969 - Stage 1 - - - - 999 - Stage 2 - - - - 1002 - Approach EB WB NB HCM Control Delay, s 0 5.5 8.4 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 1067 - - 1594 - HCM Lane V/C Ratio 0.005 - - 0.004 - HCM Control Delay 8.4 - - 7.3 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - ---PAGE BREAK--- HCM 6th TWSC Existing Traffic 108: Jackson Creek Pkwy & Monument Marketplace 3/4 Access AM Peak Hour Existing Traffic 10 Report AM Peak Hour Page 5 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 16 11 314 390 22 Future Vol, veh/h 0 16 11 314 390 22 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 200 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 80 80 77 77 79 79 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 20 14 408 494 28 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 247 522 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 753 1041 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 753 1041 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 9.9 0.3 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1041 - 753 - - HCM Lane V/C Ratio 0.014 - 0.027 - - HCM Control Delay 8.5 - 9.9 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0.1 - - ---PAGE BREAK--- HCM 6th TWSC Existing Traffic 7: Jackson Creek Pkwy & Strata Dr PM Peak Hour Existing Traffic 10 Report PM Peak Hour Page 1 Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 1 2 13 1 2 1 648 20 5 725 8 Future Vol, veh/h 7 1 2 13 1 2 1 648 20 5 725 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 205 275 - 235 260 - 250 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 75 75 75 67 67 67 92 92 92 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 1 3 19 1 3 1 704 22 6 815 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1182 1555 408 1126 1542 352 824 0 0 726 0 0 Stage 1 827 827 - 706 706 - - - - - - - Stage 2 355 728 - 420 836 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 145 112 593 160 114 644 802 - - 873 - - Stage 1 332 384 - 393 437 - - - - - - - Stage 2 635 427 - 581 381 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 142 111 593 157 113 644 802 - - 873 - - Mov Cap-2 Maneuver 142 111 - 157 113 - - - - - - - Stage 1 332 381 - 393 437 - - - - - - - Stage 2 629 427 - 572 378 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 28.5 28.9 0 0.1 HCM LOS D D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 EBLn3WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 802 - - 142 111 593 157 113 644 873 - - HCM Lane V/C Ratio 0.001 - - 0.066 0.012 0.004 0.124 0.013 0.005 0.006 - - HCM Control Delay 9.5 - - 32.1 37.8 11.1 31.1 37.3 10.6 9.2 - - HCM Lane LOS A - - D E B D E B A - - HCM 95th %tile Q(veh) 0 - - 0.2 0 0 0.4 0 0 0 - - ---PAGE BREAK--- HCM 6th TWSC Existing Traffic 10: Jackson Creek Pkwy & Harness Rd PM Peak Hour Existing Traffic 10 Report PM Peak Hour Page 2 Intersection Int Delay, s/veh 5.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 53 16 20 16 1 60 28 636 21 68 583 29 Future Vol, veh/h 53 16 20 16 1 60 28 636 21 68 583 29 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 75 225 - - 350 - 235 260 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 83 83 83 84 84 84 93 93 93 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 64 19 24 19 1 71 30 684 23 76 655 33 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1210 1574 328 1233 1584 342 688 0 0 707 0 0 Stage 1 807 807 - 744 744 - - - - - - - Stage 2 403 767 - 489 840 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 138 109 668 133 107 654 902 - - 887 - - Stage 1 341 392 - 373 420 - - - - - - - Stage 2 595 410 - 529 379 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 111 96 668 99 95 654 902 - - 887 - - Mov Cap-2 Maneuver 111 96 - 99 95 - - - - - - - Stage 1 330 358 - 361 406 - - - - - - - Stage 2 511 396 - 441 346 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 55.9 19.8 0.4 0.9 HCM LOS F C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 EBLn3WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 902 - - 111 96 668 99 596 887 - - HCM Lane V/C Ratio 0.033 - - 0.575 0.201 0.036 0.192 0.122 0.086 - - HCM Control Delay 9.1 - - 74.3 51.7 10.6 49.8 11.9 9.4 - - HCM Lane LOS A - - F F B E B A - - HCM 95th %tile Q(veh) 0.1 - - 2.8 0.7 0.1 0.7 0.4 0.3 - - ---PAGE BREAK--- HCM 6th TWSC Existing Traffic 74: Monument Marketplace 3/4 Access & Cinematic Vw PM Peak Hour Existing Traffic 10 Report PM Peak Hour Page 3 Intersection Int Delay, s/veh 5.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 40 7 55 49 34 32 Future Vol, veh/h 40 7 55 49 34 32 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 82 82 93 93 61 61 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 49 9 59 53 56 52 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 112 0 - 0 193 86 Stage 1 - - - - 86 - Stage 2 - - - - 107 - 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 1478 - - - 796 973 Stage 1 - - - - 937 - Stage 2 - - - - 917 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1478 - - - 770 973 Mov Cap-2 Maneuver - - - - 770 - Stage 1 - - - - 906 - Stage 2 - - - - 917 - Approach EB WB SB HCM Control Delay, s 6.4 0 9.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1478 - - - 857 HCM Lane V/C Ratio 0.033 - - - 0.126 HCM Control Delay 7.5 0 - - 9.8 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0.1 - - - 0.4 ---PAGE BREAK--- HCM 6th TWSC Existing Traffic 79: Cinematic Vw & Harness Rd PM Peak Hour Existing Traffic 10 Report PM Peak Hour Page 4 Intersection Int Delay, s/veh 6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 19 2 55 22 2 69 Future Vol, veh/h 19 2 55 22 2 69 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 80 80 88 88 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 24 3 63 25 2 81 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 27 0 177 14 Stage 1 - - - - 26 - Stage 2 - - - - 151 - Critical Hdwy - - 4.13 - 6.63 6.93 Critical Hdwy Stg 1 - - - - 5.83 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy - - 2.219 - 3.519 3.319 Pot Cap-1 Maneuver - - 1586 - 804 1063 Stage 1 - - - - 993 - Stage 2 - - - - 876 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1586 - 772 1063 Mov Cap-2 Maneuver - - - - 772 - Stage 1 - - - - 993 - Stage 2 - - - - 841 - Approach EB WB NB HCM Control Delay, s 0 5.3 8.7 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 1052 - - 1586 - HCM Lane V/C Ratio 0.079 - - 0.039 - HCM Control Delay 8.7 - - 7.4 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0.3 - - 0.1 - ---PAGE BREAK--- HCM 6th TWSC Existing Traffic 108: Jackson Creek Pkwy & Monument Marketplace 3/4 Access PM Peak Hour Existing Traffic 10 Report PM Peak Hour Page 5 Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 40 39 685 556 63 Future Vol, veh/h 0 40 39 685 556 63 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 200 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 66 66 93 93 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 61 42 737 625 71 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 313 696 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 683 896 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 683 896 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 10.8 0.5 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 896 - 683 - - HCM Lane V/C Ratio 0.047 - 0.089 - - HCM Control Delay 9.2 - 10.8 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.1 - 0.3 - - ---PAGE BREAK--- HCM 6th TWSC 2028 Background Traffic 7: Jackson Creek Pkwy & Strata Dr AM Peak Hour 2028 Background Traffic 10 Report AM Peak Hour Page 1 Intersection Int Delay, s/veh 28.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 11 1 3 164 1 47 1 548 57 15 597 3 Future Vol, veh/h 11 1 3 164 1 47 1 548 57 15 597 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 205 275 - 235 260 - 250 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 83 83 83 74 74 74 77 77 77 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 14 1 4 198 1 57 1 741 77 19 775 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1186 1633 388 1169 1560 371 779 0 0 818 0 0 Stage 1 813 813 - 743 743 - - - - - - - Stage 2 373 820 - 426 817 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 144 100 611 ~ 148 111 626 834 - - 806 - - Stage 1 339 390 - 373 420 - - - - - - - Stage 2 620 387 - 577 388 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 127 98 611 ~ 143 108 626 834 - - 806 - - Mov Cap-2 Maneuver 127 98 - ~ 143 108 - - - - - - - Stage 1 339 381 - 373 420 - - - - - - - Stage 2 562 387 - 558 379 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 32.1 209.9 0 0.2 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 EBLn3WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 834 - - 127 98 611 143 108 626 806 - - HCM Lane V/C Ratio 0.002 - - 0.111 0.013 0.006 1.382 0.011 0.09 0.024 - - HCM Control Delay 9.3 - - 36.9 42.2 10.9 267.8 38.7 11.3 9.6 - - HCM Lane LOS A - - E E B F E B A - - HCM 95th %tile Q(veh) 0 - - 0.4 0 0 12.7 0 0.3 0.1 - - Notes Volume exceeds capacity Delay exceeds 300s Computation Not Defined All major volume in platoon ---PAGE BREAK--- HCM 6th TWSC 2028 Background Traffic 10: Jackson Creek Pkwy & Harness Rd AM Peak Hour 2028 Background Traffic 10 Report AM Peak Hour Page 2 Intersection Int Delay, s/veh 14.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 46 9 19 115 4 78 7 371 54 69 605 52 Future Vol, veh/h 46 9 19 115 4 78 7 371 54 69 605 52 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 75 225 - - 350 - 235 260 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 82 82 82 79 79 79 77 77 77 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 59 12 24 140 5 95 9 470 68 90 786 68 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1222 1522 393 1067 1522 235 854 0 0 538 0 0 Stage 1 966 966 - 488 488 - - - - - - - Stage 2 256 556 - 579 1034 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 136 117 606 176 117 767 781 - - 1026 - - Stage 1 273 331 - 530 548 - - - - - - - Stage 2 726 511 - 468 308 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 106 105 606 143 105 767 781 - - 1026 - - Mov Cap-2 Maneuver 106 105 - 143 105 - - - - - - - Stage 1 270 302 - 524 541 - - - - - - - Stage 2 623 505 - 394 281 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 54.8 81.8 0.2 0.8 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 EBLn3WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 781 - - 106 105 606 [PHONE REDACTED] - - HCM Lane V/C Ratio 0.011 - - 0.556 0.11 0.04 0.981 0.17 0.087 - - HCM Control Delay 9.7 - - 75 43.5 11.2 131.3 12.4 8.8 - - HCM Lane LOS A - - F E B F B A - - HCM 95th %tile Q(veh) 0 - - 2.6 0.4 0.1 7.1 0.6 0.3 - - ---PAGE BREAK--- HCM 6th TWSC 2028 Background Traffic 74: Monument Marketplace 3/4 Access & Cinematic Vw AM Peak Hour 2028 Background Traffic 10 Report AM Peak Hour Page 3 Intersection Int Delay, s/veh 4.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 2 19 55 57 3 Future Vol, veh/h 5 2 19 55 57 3 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 2 2 2 2 Mvmt Flow 7 3 26 75 78 4 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 101 0 - 0 81 64 Stage 1 - - - - 64 - Stage 2 - - - - 17 - 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 1491 - - - 921 1000 Stage 1 - - - - 959 - Stage 2 - - - - 1006 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1491 - - - 916 1000 Mov Cap-2 Maneuver - - - - 916 - Stage 1 - - - - 954 - Stage 2 - - - - 1006 - Approach EB WB SB HCM Control Delay, s 5.3 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1491 - - - 920 HCM Lane V/C Ratio 0.005 - - - 0.089 HCM Control Delay 7.4 0 - - 9.3 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.3 ---PAGE BREAK--- HCM 6th TWSC 2028 Background Traffic 79: Cinematic Vw & Harness Rd AM Peak Hour 2028 Background Traffic 10 Report AM Peak Hour Page 4 Intersection Int Delay, s/veh 6.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 24 0 59 5 0 51 Future Vol, veh/h 24 0 59 5 0 51 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 27 0 66 6 0 57 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 27 0 165 14 Stage 1 - - - - 27 - Stage 2 - - - - 138 - Critical Hdwy - - 4.13 - 6.63 6.93 Critical Hdwy Stg 1 - - - - 5.83 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy - - 2.219 - 3.519 3.319 Pot Cap-1 Maneuver - - 1586 - 817 1063 Stage 1 - - - - 992 - Stage 2 - - - - 888 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1586 - 783 1063 Mov Cap-2 Maneuver - - - - 783 - Stage 1 - - - - 992 - Stage 2 - - - - 851 - Approach EB WB NB HCM Control Delay, s 0 6.8 8.6 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 1063 - - 1586 - HCM Lane V/C Ratio 0.054 - - 0.042 - HCM Control Delay 8.6 - - 7.4 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0.2 - - 0.1 - ---PAGE BREAK--- HCM 6th TWSC 2028 Background Traffic 108: Jackson Creek Pkwy & Monument Marketplace 3/4 Access AM Peak Hour 2028 Background Traffic 10 Report AM Peak Hour Page 5 Intersection Int Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 59 51 433 717 22 Future Vol, veh/h 0 59 51 433 717 22 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 200 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 80 80 77 77 79 79 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 74 66 562 908 28 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 454 936 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 553 727 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 553 727 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 12.5 1.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 727 - 553 - - HCM Lane V/C Ratio 0.091 - 0.133 - - HCM Control Delay 10.4 - 12.5 - - HCM Lane LOS B - B - - HCM 95th %tile Q(veh) 0.3 - 0.5 - - ---PAGE BREAK--- HCM 6th TWSC 2028 Background Traffic 7: Jackson Creek Pkwy & Strata Dr PM Peak Hour 2028 Background Traffic 10 Report PM Peak Hour Page 1 Intersection Int Delay, s/veh 31.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 1 2 112 1 29 1 886 169 41 859 8 Future Vol, veh/h 7 1 2 112 1 29 1 886 169 41 859 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 205 275 - 235 260 - 250 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 75 75 75 83 83 83 92 92 92 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 1 3 135 1 35 1 963 184 46 965 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1541 2206 483 1540 2031 482 974 0 0 1147 0 0 Stage 1 1057 1057 - 965 965 - - - - - - - Stage 2 484 1149 - 575 1066 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 79 44 530 ~ 79 57 530 704 - - 605 - - Stage 1 240 300 - 274 331 - - - - - - - Stage 2 533 271 - 470 297 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 68 41 530 ~ 72 53 530 704 - - 605 - - Mov Cap-2 Maneuver 68 41 - ~ 72 53 - - - - - - - Stage 1 240 277 - 274 331 - - - - - - - Stage 2 495 271 - 430 274 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 58.3 $ 425.8 0 0.5 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 EBLn3WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 704 - - 68 41 530 72 53 530 605 - - HCM Lane V/C Ratio 0.002 - - 0.137 0.033 0.005 1.874 0.023 0.066 0.076 - - HCM Control Delay 10.1 - - 66.2 95.7 11.8 $ 536 74.5 12.3 11.4 - - HCM Lane LOS B - - F F B F F B B - - HCM 95th %tile Q(veh) 0 - - 0.5 0.1 0 12.1 0.1 0.2 0.2 - - Notes Volume exceeds capacity Delay exceeds 300s Computation Not Defined All major volume in platoon ---PAGE BREAK--- HCM 6th TWSC 2028 Background Traffic 10: Jackson Creek Pkwy & Harness Rd PM Peak Hour 2028 Background Traffic 10 Report PM Peak Hour Page 2 Intersection Int Delay, s/veh 410.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 94 25 35 80 7 77 67 895 133 77 759 77 Future Vol, veh/h 94 25 35 80 7 77 67 895 133 77 759 77 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 75 225 - - 350 - 235 260 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 83 83 83 84 84 84 93 93 93 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 113 30 42 95 8 92 72 962 143 87 853 87 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1656 2276 427 1722 2220 481 940 0 0 1105 0 0 Stage 1 1027 1027 - 1106 1106 - - - - - - - Stage 2 629 1249 - 616 1114 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 64 40 576 ~ 57 43 531 725 - - 628 - - Stage 1 251 310 - 224 284 - - - - - - - Stage 2 437 243 - 445 282 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 36 31 576 ~ 5 33 531 725 - - 628 - - Mov Cap-2 Maneuver ~ 36 31 - ~ 5 33 - - - - - - - Stage 1 226 267 - 202 256 - - - - - - - Stage 2 315 219 - 315 243 - - - - - - - Approach EB WB NB SB HCM Control Delay, s$ 790.4 $ 4672.6 0.6 1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 EBLn3WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 725 - - 36 31 576 5 235 628 - - HCM Lane V/C Ratio 0.099 - - 3.146 0.972 0.07319.048 0.426 0.138 - - HCM Control Delay 10.5 - 1200$ 340.2 11.7$ 9546.1 31.2 11.6 - - HCM Lane LOS B - - F F B F D B - - HCM 95th %tile Q(veh) 0.3 - - 12.9 3.3 0.2 13.9 2 0.5 - - Notes Volume exceeds capacity Delay exceeds 300s Computation Not Defined All major volume in platoon ---PAGE BREAK--- HCM 6th TWSC 2028 Background Traffic 74: Monument Marketplace 3/4 Access & Cinematic Vw PM Peak Hour 2028 Background Traffic 10 Report PM Peak Hour Page 3 Intersection Int Delay, s/veh 5.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 40 7 55 77 67 32 Future Vol, veh/h 40 7 55 77 67 32 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 82 82 93 93 61 61 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 49 9 59 83 110 52 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 142 0 - 0 208 101 Stage 1 - - - - 101 - Stage 2 - - - - 107 - 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 1441 - - - 780 954 Stage 1 - - - - 923 - Stage 2 - - - - 917 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1441 - - - 753 954 Mov Cap-2 Maneuver - - - - 753 - Stage 1 - - - - 892 - Stage 2 - - - - 917 - Approach EB WB SB HCM Control Delay, s 6.5 0 10.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1441 - - - 808 HCM Lane V/C Ratio 0.034 - - - 0.201 HCM Control Delay 7.6 0 - - 10.6 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0.1 - - - 0.7 ---PAGE BREAK--- HCM 6th TWSC 2028 Background Traffic 79: Cinematic Vw & Harness Rd PM Peak Hour 2028 Background Traffic 10 Report PM Peak Hour Page 4 Intersection Int Delay, s/veh 7.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 20 2 129 22 2 135 Future Vol, veh/h 20 2 129 22 2 135 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 80 80 88 88 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 25 3 147 25 2 159 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 28 0 346 14 Stage 1 - - - - 27 - Stage 2 - - - - 319 - Critical Hdwy - - 4.13 - 6.63 6.93 Critical Hdwy Stg 1 - - - - 5.83 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy - - 2.219 - 3.519 3.319 Pot Cap-1 Maneuver - - 1585 - 638 1063 Stage 1 - - - - 992 - Stage 2 - - - - 736 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1585 - 579 1063 Mov Cap-2 Maneuver - - - - 579 - Stage 1 - - - - 992 - Stage 2 - - - - 668 - Approach EB WB NB HCM Control Delay, s 0 6.4 9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 1050 - - 1585 - HCM Lane V/C Ratio 0.154 - - 0.092 - HCM Control Delay 9 - - 7.5 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0.5 - - 0.3 - ---PAGE BREAK--- HCM 6th TWSC 2028 Background Traffic 108: Jackson Creek Pkwy & Monument Marketplace 3/4 Access PM Peak Hour 2028 Background Traffic 10 Report PM Peak Hour Page 5 Intersection Int Delay, s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 73 65 1095 809 65 Future Vol, veh/h 0 73 65 1095 809 65 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 200 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 66 66 93 93 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 111 70 1177 909 73 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 455 982 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 552 699 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 552 699 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 13.1 0.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 699 - 552 - - HCM Lane V/C Ratio 0.1 - 0.2 - - HCM Control Delay 10.7 - 13.1 - - HCM Lane LOS B - B - - HCM 95th %tile Q(veh) 0.3 - 0.7 - - ---PAGE BREAK--- Timings 2044 Background Traffic 7: Jackson Creek Pkwy & Strata Dr AM Peak Hour 2044 Background Traffic 10 Report AM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 39 5 7 189 9 52 7 820 59 17 822 55 Future Volume (vph) 39 5 7 189 9 52 7 820 59 17 822 55 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial 5.0 10.0 10.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 10.0 15.0 15.0 10.0 15.0 15.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split 12.0 20.0 20.0 23.0 31.0 31.0 12.0 65.0 65.0 12.0 65.0 65.0 Total Split 10.0% 16.7% 16.7% 19.2% 25.8% 25.8% 10.0% 54.2% 54.2% 10.0% 54.2% 54.2% Yellow Time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max Max Max None C-Max C-Max None C-Max C-Max Act Effct Green 12.7 12.0 12.0 38.0 28.4 28.4 69.8 67.4 67.4 71.1 69.8 69.8 Actuated g/C Ratio 0.11 0.10 0.10 0.32 0.24 0.24 0.58 0.56 0.56 0.59 0.58 0.58 v/c Ratio 0.24 0.03 0.02 0.40 0.02 0.12 0.02 0.43 0.06 0.05 0.42 0.06 Control Delay 41.1 47.2 0.1 34.5 37.3 0.5 7.0 13.2 0.4 10.1 15.3 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 41.1 47.2 0.1 34.5 37.3 0.5 7.0 13.2 0.4 10.1 15.3 0.1 LOS D D A C D A A B A B B A Approach Delay 36.2 27.5 12.3 14.2 Approach LOS D C B B Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 12 Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.43 Intersection Signal Delay: 15.5 Intersection LOS: B Intersection Capacity Utilization 54.0% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 7: Jackson Creek Pkwy & Strata Dr ---PAGE BREAK--- Timings 2044 Background Traffic 10: Jackson Creek Pkwy & Harness Rd AM Peak Hour 2044 Background Traffic 10 Report AM Peak Hour Page 2 Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 74 24 75 130 26 100 606 59 73 800 106 Future Volume (vph) 74 24 75 130 26 100 606 59 73 800 106 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 7 4 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial 5.0 10.0 10.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 15.0 15.0 15.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split 20.0 20.0 20.0 25.0 25.0 15.0 65.0 65.0 10.0 60.0 60.0 Total Split 16.7% 16.7% 16.7% 20.8% 20.8% 12.5% 54.2% 54.2% 8.3% 50.0% 50.0% Yellow Time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green 15.6 10.0 10.0 25.2 14.9 81.3 74.5 74.5 79.0 71.7 71.7 Actuated g/C Ratio 0.13 0.08 0.08 0.21 0.12 0.68 0.62 0.62 0.66 0.60 0.60 v/c Ratio 0.21 0.16 0.34 0.49 0.45 0.24 0.29 0.06 0.14 0.40 0.11 Control Delay 37.3 53.8 8.2 44.5 18.3 8.4 12.9 0.5 6.2 11.2 1.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.3 53.8 8.2 44.5 18.3 8.4 12.9 0.5 6.2 11.2 1.4 LOS D D A D B A B A A B A Approach Delay 26.9 31.6 11.4 9.7 Approach LOS C C B A Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 14.3 Intersection LOS: B Intersection Capacity Utilization 59.9% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 10: Jackson Creek Pkwy & Harness Rd ---PAGE BREAK--- HCM 6th TWSC 2044 Background Traffic 74: Monument Marketplace 3/4 Access & Cinematic Vw AM Peak Hour 2044 Background Traffic 10 Report AM Peak Hour Page 3 Intersection Int Delay, s/veh 3.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 7 4 28 70 60 3 Future Vol, veh/h 7 4 28 70 60 3 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 4 29 74 63 3 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 103 0 - 0 84 66 Stage 1 - - - - 66 - Stage 2 - - - - 18 - 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 1489 - - - 918 998 Stage 1 - - - - 957 - Stage 2 - - - - 1005 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1489 - - - 913 998 Mov Cap-2 Maneuver - - - - 913 - Stage 1 - - - - 952 - Stage 2 - - - - 1005 - Approach EB WB SB HCM Control Delay, s 4.7 0 9.2 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1489 - - - 917 HCM Lane V/C Ratio 0.005 - - - 0.072 HCM Control Delay 7.4 0 - - 9.2 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.2 ---PAGE BREAK--- HCM 6th TWSC 2044 Background Traffic 77: Cinematic Vw & Lot 1 (Future Office)/Lot 5A (Panda) AM Peak Hour 2044 Background Traffic 10 Report AM Peak Hour Page 4 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 0 2 0 0 0 11 22 0 0 16 5 Future Vol, veh/h 1 0 2 0 0 0 11 22 0 0 16 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 0 2 0 0 0 12 23 0 0 17 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 67 67 20 68 69 23 22 0 0 23 0 0 Stage 1 20 20 - 47 47 - - - - - - - Stage 2 47 47 - 21 22 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver [PHONE REDACTED] [PHONE REDACTED] 1593 - - 1592 - - Stage 1 999 879 - 967 856 - - - - - - - Stage 2 967 856 - 998 877 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver [PHONE REDACTED] [PHONE REDACTED] 1593 - - 1592 - - Mov Cap-2 Maneuver 920 817 - 918 815 - - - - - - - Stage 1 991 879 - 959 849 - - - - - - - Stage 2 959 849 - 996 877 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 8.6 0 2.4 0 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1593 - - 1008 - 1592 - - HCM Lane V/C Ratio 0.007 - - 0.003 - - - - HCM Control Delay 7.3 0 - 8.6 0 0 - - HCM Lane LOS A A - A A A - - HCM 95th %tile Q(veh) 0 - - 0 - 0 - - ---PAGE BREAK--- HCM 6th TWSC 2044 Background Traffic 79: Cinematic Vw & Harness Rd AM Peak Hour 2044 Background Traffic 10 Report AM Peak Hour Page 5 Intersection Int Delay, s/veh 2.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 110 0 82 150 0 63 Future Vol, veh/h 110 0 82 150 0 63 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 90 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 116 0 86 158 0 66 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 116 0 446 58 Stage 1 - - - - 116 - Stage 2 - - - - 330 - Critical Hdwy - - 4.13 - 6.63 6.93 Critical Hdwy Stg 1 - - - - 5.83 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy - - 2.219 - 3.519 3.319 Pot Cap-1 Maneuver - - 1472 - 555 996 Stage 1 - - - - 897 - Stage 2 - - - - 728 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1472 - 523 996 Mov Cap-2 Maneuver - - - - 523 - Stage 1 - - - - 897 - Stage 2 - - - - 686 - Approach EB WB NB HCM Control Delay, s 0 2.7 8.9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 996 - - 1472 - HCM Lane V/C Ratio 0.067 - - 0.059 - HCM Control Delay 8.9 - - 7.6 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0.2 - - 0.2 - ---PAGE BREAK--- HCM 6th TWSC 2044 Background Traffic 108: Jackson Creek Pkwy & Monument Marketplace 3/4 Access AM Peak Hour 2044 Background Traffic 10 Report AM Peak Hour Page 6 Intersection Int Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 64 66 765 973 32 Future Vol, veh/h 0 64 66 765 973 32 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 200 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 67 69 805 1024 34 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 512 1058 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 507 654 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 507 654 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 13.2 0.9 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 654 - 507 - - HCM Lane V/C Ratio 0.106 - 0.133 - - HCM Control Delay 11.2 - 13.2 - - HCM Lane LOS B - B - - HCM 95th %tile Q(veh) 0.4 - 0.5 - - ---PAGE BREAK--- Timings 2044 Background Traffic 7: Jackson Creek Pkwy & Strata Dr PM Peak Hour 2044 Background Traffic 10 Report PM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 115 21 18 127 17 32 15 1238 175 47 1221 107 Future Volume (vph) 115 21 18 127 17 32 15 1238 175 47 1221 107 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial 5.0 10.0 10.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 10.0 15.0 15.0 10.0 15.0 15.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split 19.0 25.0 25.0 19.0 25.0 25.0 12.0 64.0 64.0 12.0 64.0 64.0 Total Split 15.8% 20.8% 20.8% 15.8% 20.8% 20.8% 10.0% 53.3% 53.3% 10.0% 53.3% 53.3% Yellow Time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green 18.1 10.0 10.0 21.5 10.2 10.2 81.0 76.2 76.2 84.1 81.2 81.2 Actuated g/C Ratio 0.15 0.08 0.08 0.18 0.08 0.08 0.68 0.64 0.64 0.70 0.68 0.68 v/c Ratio 0.49 0.14 0.08 0.49 0.11 0.15 0.06 0.58 0.17 0.19 0.54 0.10 Control Delay 48.1 53.4 0.7 46.1 52.7 1.3 5.6 9.9 1.4 8.1 12.8 2.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.1 53.4 0.7 46.1 52.7 1.3 5.6 9.9 1.4 8.1 12.8 2.5 LOS D D A D D A A A A A B A Approach Delay 43.3 38.5 8.8 11.8 Approach LOS D D A B Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 12 Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.58 Intersection Signal Delay: 13.5 Intersection LOS: B Intersection Capacity Utilization 61.6% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 7: Jackson Creek Pkwy & Strata Dr ---PAGE BREAK--- Timings 2044 Background Traffic 10: Jackson Creek Pkwy & Harness Rd PM Peak Hour 2044 Background Traffic 10 Report PM Peak Hour Page 2 Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 206 87 251 91 40 247 1159 151 92 1041 170 Future Volume (vph) 206 87 251 91 40 247 1159 151 92 1041 170 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 7 4 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial 5.0 15.0 15.0 5.0 15.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 10.0 20.0 20.0 10.0 20.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split 15.0 25.0 25.0 15.0 25.0 20.0 65.0 65.0 15.0 60.0 60.0 Total Split 12.5% 20.8% 20.8% 12.5% 20.8% 16.7% 54.2% 54.2% 12.5% 50.0% 50.0% Yellow Time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green 25.7 16.0 16.0 24.6 15.4 79.5 67.0 67.0 68.6 60.7 60.7 Actuated g/C Ratio 0.21 0.13 0.13 0.20 0.13 0.66 0.56 0.56 0.57 0.51 0.51 v/c Ratio 0.42 0.37 0.61 0.32 0.48 0.72 0.62 0.17 0.36 0.61 0.20 Control Delay 38.5 52.3 12.9 38.6 27.1 24.0 19.9 2.7 9.8 15.6 1.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 38.5 52.3 12.9 38.6 27.1 24.0 19.9 2.7 9.8 15.6 1.1 LOS D D B D C C B A A B A Approach Delay 28.9 31.8 18.9 13.3 Approach LOS C C B B Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 16 Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 19.2 Intersection LOS: B Intersection Capacity Utilization 77.5% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 10: Jackson Creek Pkwy & Harness Rd ---PAGE BREAK--- HCM 6th TWSC 2044 Background Traffic 74: Monument Marketplace 3/4 Access & Cinematic Vw PM Peak Hour 2044 Background Traffic 10 Report PM Peak Hour Page 3 Intersection Int Delay, s/veh 4.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 55 16 88 84 80 32 Future Vol, veh/h 55 16 88 84 80 32 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 58 17 93 88 84 34 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 181 0 - 0 270 137 Stage 1 - - - - 137 - Stage 2 - - - - 133 - 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 1394 - - - 719 911 Stage 1 - - - - 890 - Stage 2 - - - - 893 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1394 - - - 689 911 Mov Cap-2 Maneuver - - - - 689 - Stage 1 - - - - 853 - Stage 2 - - - - 893 - Approach EB WB SB HCM Control Delay, s 6 0 10.8 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1394 - - - 741 HCM Lane V/C Ratio 0.042 - - - 0.159 HCM Control Delay 7.7 0 - - 10.8 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0.1 - - - 0.6 ---PAGE BREAK--- HCM 6th TWSC 2044 Background Traffic 77: Cinematic Vw & Lot 1 (Future Office)/Lot 5A (Panda) PM Peak Hour 2044 Background Traffic 10 Report PM Peak Hour Page 4 Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 8 0 0 0 5 30 0 0 21 2 Future Vol, veh/h 5 0 8 0 0 0 5 30 0 0 21 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 0 8 0 0 0 5 32 0 0 22 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 65 65 23 69 66 32 24 0 0 32 0 0 Stage 1 23 23 - 42 42 - - - - - - - Stage 2 42 42 - 27 24 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver [PHONE REDACTED] [PHONE REDACTED] 1591 - - 1580 - - Stage 1 995 876 - 972 860 - - - - - - - Stage 2 972 860 - 990 875 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver [PHONE REDACTED] [PHONE REDACTED] 1591 - - 1580 - - Mov Cap-2 Maneuver 927 824 - 914 823 - - - - - - - Stage 1 992 876 - 969 857 - - - - - - - Stage 2 969 857 - 982 875 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 8.6 0 1 0 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1591 - - 1001 - 1580 - - HCM Lane V/C Ratio 0.003 - - 0.014 - - - - HCM Control Delay 7.3 0 - 8.6 0 0 - - HCM Lane LOS A A - A A A - - HCM 95th %tile Q(veh) 0 - - 0 - 0 - - ---PAGE BREAK--- HCM 6th TWSC 2044 Background Traffic 79: Cinematic Vw & Harness Rd PM Peak Hour 2044 Background Traffic 10 Report PM Peak Hour Page 5 Intersection Int Delay, s/veh 3.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 349 2 152 306 2 195 Future Vol, veh/h 349 2 152 306 2 195 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 90 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 367 2 160 322 2 205 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 369 0 1010 185 Stage 1 - - - - 368 - Stage 2 - - - - 642 - Critical Hdwy - - 4.13 - 6.63 6.93 Critical Hdwy Stg 1 - - - - 5.83 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy - - 2.219 - 3.519 3.319 Pot Cap-1 Maneuver - - 1188 - *436 826 Stage 1 - - - - *671 - Stage 2 - - - - *794 - Platoon blocked, % - - - 1 Mov Cap-1 Maneuver - - 1188 - *378 826 Mov Cap-2 Maneuver - - - - *378 - Stage 1 - - - - *671 - Stage 2 - - - - *686 - Approach EB WB NB HCM Control Delay, s 0 2.8 10.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 816 - - 1188 - HCM Lane V/C Ratio 0.254 - - 0.135 - HCM Control Delay 10.9 - - 8.5 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 1 - - 0.5 - Notes Volume exceeds capacity Delay exceeds 300s Computation Not Defined All major volume in platoon ---PAGE BREAK--- HCM 6th TWSC 2044 Background Traffic 108: Jackson Creek Pkwy & Monument Marketplace 3/4 Access PM Peak Hour 2044 Background Traffic 10 Report PM Peak Hour Page 6 Intersection Int Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 94 72 1557 1300 98 Future Vol, veh/h 0 94 72 1557 1300 98 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 200 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 99 76 1639 1368 103 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 684 1471 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 391 454 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 391 454 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 17.3 0.6 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 454 - 391 - - HCM Lane V/C Ratio 0.167 - 0.253 - - HCM Control Delay 14.5 - 17.3 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0.6 - 1 - - ---PAGE BREAK--- HCM 6th TWSC 2028 Total Traffic 7: Jackson Creek Pkwy & Strata Dr AM Peak Hour 2028 Total Traffic 10 Report AM Peak Hour Page 1 Intersection Int Delay, s/veh 28.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 11 1 3 164 1 47 1 548 57 15 598 3 Future Vol, veh/h 11 1 3 164 1 47 1 548 57 15 598 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 205 275 - 235 260 - 250 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 83 83 83 74 74 74 77 77 77 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 14 1 4 198 1 57 1 741 77 19 777 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1188 1635 389 1170 1562 371 781 0 0 818 0 0 Stage 1 815 815 - 743 743 - - - - - - - Stage 2 373 820 - 427 819 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 144 100 610 ~ 148 111 626 832 - - 806 - - Stage 1 338 389 - 373 420 - - - - - - - Stage 2 620 387 - 576 388 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 127 98 610 ~ 143 108 626 832 - - 806 - - Mov Cap-2 Maneuver 127 98 - ~ 143 108 - - - - - - - Stage 1 338 380 - 373 420 - - - - - - - Stage 2 562 387 - 557 379 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 32.1 209.9 0 0.2 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 EBLn3WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 832 - - 127 98 610 143 108 626 806 - - HCM Lane V/C Ratio 0.002 - - 0.111 0.013 0.006 1.382 0.011 0.09 0.024 - - HCM Control Delay 9.3 - - 36.9 42.2 10.9 267.8 38.7 11.3 9.6 - - HCM Lane LOS A - - E E B F E B A - - HCM 95th %tile Q(veh) 0 - - 0.4 0 0 12.7 0 0.3 0.1 - - Notes Volume exceeds capacity Delay exceeds 300s Computation Not Defined All major volume in platoon ---PAGE BREAK--- Timings 2028 Total Traffic 7: Jackson Creek Pkwy & Strata Dr AM Peak Hour 2028 Total Traffic 10 Report AM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 11 1 3 164 1 47 1 548 57 15 598 3 Future Volume (vph) 11 1 3 164 1 47 1 548 57 15 598 3 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial 5.0 10.0 10.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 10.0 15.0 15.0 10.0 15.0 15.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split 12.0 20.0 20.0 23.0 31.0 31.0 12.0 65.0 65.0 12.0 65.0 65.0 Total Split 10.0% 16.7% 16.7% 19.2% 25.8% 25.8% 10.0% 54.2% 54.2% 10.0% 54.2% 54.2% Yellow Time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max Max Max None C-Max C-Max None C-Max C-Max Act Effct Green 9.3 11.0 11.0 38.0 33.2 33.2 69.6 67.4 67.4 71.2 69.9 69.9 Actuated g/C Ratio 0.08 0.09 0.09 0.32 0.28 0.28 0.58 0.56 0.56 0.59 0.58 0.58 v/c Ratio 0.10 0.01 0.01 0.37 0.00 0.11 0.00 0.37 0.08 0.05 0.38 0.00 Control Delay 43.6 48.0 0.0 34.0 36.0 0.6 9.0 13.8 0.5 10.1 14.6 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 43.6 48.0 0.0 34.0 36.0 0.6 9.0 13.8 0.5 10.1 14.6 0.0 LOS D D A C D A A B A B B A Approach Delay 34.7 26.6 12.6 14.4 Approach LOS C C B B Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 12 Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.38 Intersection Signal Delay: 15.5 Intersection LOS: B Intersection Capacity Utilization 46.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 7: Jackson Creek Pkwy & Strata Dr ---PAGE BREAK--- HCM 6th TWSC 2028 Total Traffic 10: Jackson Creek Pkwy & Harness Rd AM Peak Hour 2028 Total Traffic 10 Report AM Peak Hour Page 2 Intersection Int Delay, s/veh 14 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 47 9 19 115 4 78 7 371 54 69 604 54 Future Vol, veh/h 47 9 19 115 4 78 7 371 54 69 604 54 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 75 225 - - 350 - 235 260 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 82 82 82 79 79 79 77 77 77 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 60 12 24 140 5 95 9 470 68 90 784 70 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1220 1520 392 1066 1522 235 854 0 0 538 0 0 Stage 1 964 964 - 488 488 - - - - - - - Stage 2 256 556 - 578 1034 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 136 118 607 177 117 767 781 - - 1026 - - Stage 1 274 332 - 530 548 - - - - - - - Stage 2 726 511 - 468 308 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 106 106 607 144 105 767 781 - - 1026 - - Mov Cap-2 Maneuver 106 106 - 144 105 - - - - - - - Stage 1 271 303 - 524 541 - - - - - - - Stage 2 623 505 - 394 281 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 55.9 80.5 0.2 0.8 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 EBLn3WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 781 - - 106 106 607 [PHONE REDACTED] - - HCM Lane V/C Ratio 0.011 - - 0.568 0.109 0.04 0.974 0.17 0.087 - - HCM Control Delay 9.7 - - 76.5 43.1 11.2 129 12.4 8.8 - - HCM Lane LOS A - - F E B F B A - - HCM 95th %tile Q(veh) 0 - - 2.7 0.4 0.1 7 0.6 0.3 - - ---PAGE BREAK--- Timings 2028 Total Traffic 10: Jackson Creek Pkwy & Harness Rd AM Peak Hour 2028 Total Traffic 10 Report AM Peak Hour Page 2 Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 47 9 19 115 4 7 371 54 69 604 54 Future Volume (vph) 47 9 19 115 4 7 371 54 69 604 54 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 7 4 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial 5.0 10.0 10.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 15.0 15.0 15.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split 20.0 20.0 20.0 25.0 25.0 15.0 65.0 65.0 10.0 60.0 60.0 Total Split 16.7% 16.7% 16.7% 20.8% 20.8% 12.5% 54.2% 54.2% 8.3% 50.0% 50.0% Yellow Time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green 13.1 10.0 10.0 23.7 13.7 79.6 73.8 73.8 86.0 84.1 84.1 Actuated g/C Ratio 0.11 0.08 0.08 0.20 0.11 0.66 0.62 0.62 0.72 0.70 0.70 v/c Ratio 0.18 0.08 0.10 0.51 0.38 0.02 0.22 0.07 0.14 0.32 0.06 Control Delay 38.7 52.1 0.9 46.4 14.1 7.6 12.1 0.8 5.9 7.2 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 38.7 52.1 0.9 46.4 14.1 7.6 12.1 0.8 5.9 7.2 0.2 LOS D D A D B A B A A A A Approach Delay 30.9 33.0 10.7 6.6 Approach LOS C C B A Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.51 Intersection Signal Delay: 12.5 Intersection LOS: B Intersection Capacity Utilization 46.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 10: Jackson Creek Pkwy & Harness Rd ---PAGE BREAK--- HCM 6th TWSC 2028 Total Traffic 74: Monument Marketplace 3/4 Access & Cinematic Vw AM Peak Hour 2028 Total Traffic 10 Report AM Peak Hour Page 3 Intersection Int Delay, s/veh 4.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 2 19 56 59 3 Future Vol, veh/h 5 2 19 56 59 3 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 2 2 2 2 Mvmt Flow 7 3 26 77 81 4 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 103 0 - 0 82 65 Stage 1 - - - - 65 - Stage 2 - - - - 17 - 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 1489 - - - 920 999 Stage 1 - - - - 958 - Stage 2 - - - - 1006 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1489 - - - 915 999 Mov Cap-2 Maneuver - - - - 915 - Stage 1 - - - - 953 - Stage 2 - - - - 1006 - Approach EB WB SB HCM Control Delay, s 5.3 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1489 - - - 919 HCM Lane V/C Ratio 0.005 - - - 0.092 HCM Control Delay 7.4 0 - - 9.3 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.3 ---PAGE BREAK--- HCM 6th TWSC 2028 Total Traffic 77: Cinematic Vw & Lot 5A (Panda) AM Peak Hour 2028 Total Traffic 10 Report AM Peak Hour Page 4 Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 1 40 1 1 43 Future Vol, veh/h 1 1 40 1 1 43 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 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 1 47 1 1 51 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 101 48 0 0 48 0 Stage 1 48 - - - - - Stage 2 53 - - - - - 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 898 1021 - - 1559 - Stage 1 974 - - - - - Stage 2 970 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 897 1021 - - 1559 - Mov Cap-2 Maneuver 897 - - - - - Stage 1 974 - - - - - Stage 2 969 - - - - - Approach WB NB SB HCM Control Delay, s 8.8 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT SBL SBT Capacity (veh/h) - - 955 1559 - HCM Lane V/C Ratio - - 0.002 0.001 - HCM Control Delay - - 8.8 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - ---PAGE BREAK--- HCM 6th TWSC 2028 Total Traffic 79: Cinematic Vw & Harness Rd AM Peak Hour 2028 Total Traffic 10 Report AM Peak Hour Page 5 Intersection Int Delay, s/veh 6.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 24 0 60 5 0 51 Future Vol, veh/h 24 0 60 5 0 51 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 27 0 67 6 0 57 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 27 0 167 14 Stage 1 - - - - 27 - Stage 2 - - - - 140 - Critical Hdwy - - 4.13 - 6.63 6.93 Critical Hdwy Stg 1 - - - - 5.83 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy - - 2.219 - 3.519 3.319 Pot Cap-1 Maneuver - - 1586 - 815 1063 Stage 1 - - - - 992 - Stage 2 - - - - 886 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1586 - 781 1063 Mov Cap-2 Maneuver - - - - 781 - Stage 1 - - - - 992 - Stage 2 - - - - 849 - Approach EB WB NB HCM Control Delay, s 0 6.8 8.6 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 1063 - - 1586 - HCM Lane V/C Ratio 0.054 - - 0.043 - HCM Control Delay 8.6 - - 7.4 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0.2 - - 0.1 - ---PAGE BREAK--- HCM 6th TWSC 2028 Total Traffic 108: Jackson Creek Pkwy & Monument Marketplace 3/4 Access AM Peak Hour 2028 Total Traffic 10 Report AM Peak Hour Page 6 Intersection Int Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 61 52 433 716 22 Future Vol, veh/h 0 61 52 433 716 22 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 200 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 80 80 77 77 79 79 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 76 68 562 906 28 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 453 934 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 554 729 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 554 729 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 12.5 1.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 729 - 554 - - HCM Lane V/C Ratio 0.093 - 0.138 - - HCM Control Delay 10.4 - 12.5 - - HCM Lane LOS B - B - - HCM 95th %tile Q(veh) 0.3 - 0.5 - - ---PAGE BREAK--- HCM 6th TWSC 2028 Total Traffic 7: Jackson Creek Pkwy & Strata Dr PM Peak Hour 2028 Total Traffic 10 Report PM Peak Hour Page 1 Intersection Int Delay, s/veh 32.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 1 2 112 1 29 1 892 169 41 868 8 Future Vol, veh/h 7 1 2 112 1 29 1 892 169 41 868 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 0 - 205 275 - 235 260 - 250 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 75 75 75 83 83 83 92 92 92 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 1 3 135 1 35 1 970 184 46 975 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1555 2223 488 1552 2048 485 984 0 0 1154 0 0 Stage 1 1067 1067 - 972 972 - - - - - - - Stage 2 488 1156 - 580 1076 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 77 43 526 ~ 77 55 528 698 - - 601 - - Stage 1 237 297 - 271 329 - - - - - - - Stage 2 530 269 - 467 294 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 66 40 526 ~ 70 51 528 698 - - 601 - - Mov Cap-2 Maneuver 66 40 - ~ 70 51 - - - - - - - Stage 1 237 274 - 271 329 - - - - - - - Stage 2 492 269 - 427 271 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 60 $ 446.4 0 0.5 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 EBLn3WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 698 - - 66 40 526 70 51 528 601 - - HCM Lane V/C Ratio 0.002 - - 0.141 0.033 0.005 1.928 0.024 0.066 0.077 - - HCM Control Delay 10.2 - - 68.3 98.1 11.9$ 562.1 77.3 12.3 11.5 - - HCM Lane LOS B - - F F B F F B B - - HCM 95th %tile Q(veh) 0 - - 0.5 0.1 0 12.2 0.1 0.2 0.2 - - Notes Volume exceeds capacity Delay exceeds 300s Computation Not Defined All major volume in platoon ---PAGE BREAK--- Timings 2028 Total Traffic 7: Jackson Creek Pkwy & Strata Dr PM Peak Hour 2028 Total Traffic 10 Report PM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 7 1 2 112 1 29 1 892 169 41 868 8 Future Volume (vph) 7 1 2 112 1 29 1 892 169 41 868 8 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial 5.0 10.0 10.0 15.0 10.0 10.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 10.0 15.0 15.0 20.0 15.0 15.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split 20.0 25.0 25.0 20.0 25.0 25.0 12.0 63.0 63.0 12.0 63.0 63.0 Total Split 16.7% 20.8% 20.8% 16.7% 20.8% 20.8% 10.0% 52.5% 52.5% 10.0% 52.5% 52.5% Yellow Time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green 8.1 10.0 10.0 18.0 15.6 15.6 87.2 82.8 82.8 91.4 89.9 89.9 Actuated g/C Ratio 0.07 0.08 0.08 0.15 0.13 0.13 0.73 0.69 0.69 0.76 0.75 0.75 v/c Ratio 0.07 0.01 0.01 0.54 0.00 0.12 0.00 0.40 0.16 0.11 0.37 0.01 Control Delay 45.3 51.0 0.0 54.4 44.0 0.8 5.0 6.9 0.9 5.0 7.0 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.3 51.0 0.0 54.4 44.0 0.8 5.0 6.9 0.9 5.0 7.0 0.0 LOS D D A D D A A A A A A A Approach Delay 35.3 43.4 6.0 6.9 Approach LOS D D A A Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 12 Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.54 Intersection Signal Delay: 9.2 Intersection LOS: A Intersection Capacity Utilization 54.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 7: Jackson Creek Pkwy & Strata Dr ---PAGE BREAK--- HCM 6th TWSC 2028 Total Traffic 10: Jackson Creek Pkwy & Harness Rd PM Peak Hour 2028 Total Traffic 10 Report PM Peak Hour Page 2 Intersection Int Delay, s/veh 82.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 109 29 35 80 9 77 67 886 133 77 749 96 Future Vol, veh/h 109 29 35 80 9 77 67 886 133 77 749 96 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 75 225 - - 350 - 235 260 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 83 83 83 84 84 84 93 93 93 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 131 35 42 95 11 92 72 953 143 87 842 108 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1642 2256 421 1710 2221 477 950 0 0 1096 0 0 Stage 1 1016 1016 - 1097 1097 - - - - - - - Stage 2 626 1240 - 613 1124 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 66 41 581 ~ 59 43 534 719 - - 633 - - Stage 1 255 314 - 227 287 - - - - - - - Stage 2 439 245 - 446 279 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 34 ~ 32 581 - 33 534 719 - - 633 - - Mov Cap-2 Maneuver ~ 34 ~ 32 - - 33 - - - - - - - Stage 1 230 271 - 204 258 - - - - - - - Stage 2 314 221 - 311 241 - - - - - - - Approach EB WB NB SB HCM Control Delay, s$ 1028.3 0.7 1 HCM LOS F - Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 EBLn3WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 719 - - 34 32 581 - 206 633 - - HCM Lane V/C Ratio 0.1 - - 3.863 1.092 0.073 - 0.497 0.137 - - HCM Control Delay 10.6 - 1528.8$ 374.2 11.7 - 38.6 11.6 - - HCM Lane LOS B - - F F B - E B - - HCM 95th %tile Q(veh) 0.3 - - 15.4 3.8 0.2 - 2.5 0.5 - - Notes Volume exceeds capacity Delay exceeds 300s Computation Not Defined All major volume in platoon ---PAGE BREAK--- Timings 2028 Total Traffic 10: Jackson Creek Pkwy & Harness Rd PM Peak Hour 2028 Total Traffic 10 Report PM Peak Hour Page 2 Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 109 29 35 80 9 67 886 133 77 749 96 Future Volume (vph) 109 29 35 80 9 67 886 133 77 749 96 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 7 4 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial 5.0 15.0 15.0 5.0 15.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 10.0 20.0 20.0 10.0 20.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split 15.0 25.0 25.0 15.0 25.0 20.0 65.0 65.0 15.0 60.0 60.0 Total Split 12.5% 20.8% 20.8% 12.5% 20.8% 16.7% 54.2% 54.2% 12.5% 50.0% 50.0% Yellow Time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green 20.9 15.0 15.0 25.6 15.4 75.4 68.2 68.2 77.1 70.8 70.8 Actuated g/C Ratio 0.17 0.12 0.12 0.21 0.13 0.63 0.57 0.57 0.64 0.59 0.59 v/c Ratio 0.26 0.15 0.14 0.32 0.36 0.18 0.47 0.15 0.24 0.40 0.11 Control Delay 38.3 48.7 1.0 39.3 15.8 8.1 16.5 2.4 7.3 12.6 1.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 38.3 48.7 1.0 39.3 15.8 8.1 16.5 2.4 7.3 12.6 1.6 LOS D D A D B A B A A B A Approach Delay 32.6 27.1 14.3 11.0 Approach LOS C C B B Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 16 Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.47 Intersection Signal Delay: 15.4 Intersection LOS: B Intersection Capacity Utilization 53.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 10: Jackson Creek Pkwy & Harness Rd ---PAGE BREAK--- HCM 6th TWSC 2028 Total Traffic 74: Monument Marketplace 3/4 Access & Cinematic Vw PM Peak Hour 2028 Total Traffic 10 Report PM Peak Hour Page 3 Intersection Int Delay, s/veh 6.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 70 7 55 96 85 32 Future Vol, veh/h 70 7 55 96 85 32 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 82 82 93 93 61 61 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 85 9 59 103 139 52 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 162 0 - 0 290 111 Stage 1 - - - - 111 - Stage 2 - - - - 179 - 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 1417 - - - 701 942 Stage 1 - - - - 914 - Stage 2 - - - - 852 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1417 - - - 659 942 Mov Cap-2 Maneuver - - - - 659 - Stage 1 - - - - 859 - Stage 2 - - - - 852 - Approach EB WB SB HCM Control Delay, s 7 0 11.8 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1417 - - - 718 HCM Lane V/C Ratio 0.06 - - - 0.267 HCM Control Delay 7.7 0 - - 11.8 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0.2 - - - 1.1 ---PAGE BREAK--- HCM 6th TWSC 2028 Total Traffic 77: Cinematic Vw & Lot 5A (Panda) PM Peak Hour 2028 Total Traffic 10 Report PM Peak Hour Page 4 Intersection Int Delay, s/veh 3.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 18 19 28 22 18 33 Future Vol, veh/h 18 19 28 22 18 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 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 21 22 33 26 21 39 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 127 46 0 0 59 0 Stage 1 46 - - - - - Stage 2 81 - - - - - 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 868 1023 - - 1545 - Stage 1 976 - - - - - Stage 2 942 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 856 1023 - - 1545 - Mov Cap-2 Maneuver 856 - - - - - Stage 1 976 - - - - - Stage 2 929 - - - - - Approach WB NB SB HCM Control Delay, s 9 0 2.6 HCM LOS A Minor Lane/Major Mvmt NBT SBL SBT Capacity (veh/h) - - 934 1545 - HCM Lane V/C Ratio - - 0.047 0.014 - HCM Control Delay - - 9 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - ---PAGE BREAK--- HCM 6th TWSC 2028 Total Traffic 79: Cinematic Vw & Harness Rd PM Peak Hour 2028 Total Traffic 10 Report PM Peak Hour Page 5 Intersection Int Delay, s/veh 7.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 20 2 150 22 2 154 Future Vol, veh/h 20 2 150 22 2 154 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 80 80 88 88 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 25 3 170 25 2 181 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 28 0 392 14 Stage 1 - - - - 27 - Stage 2 - - - - 365 - Critical Hdwy - - 4.13 - 6.63 6.93 Critical Hdwy Stg 1 - - - - 5.83 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy - - 2.219 - 3.519 3.319 Pot Cap-1 Maneuver - - 1585 - 598 1063 Stage 1 - - - - 992 - Stage 2 - - - - 701 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1585 - 534 1063 Mov Cap-2 Maneuver - - - - 534 - Stage 1 - - - - 992 - Stage 2 - - - - 626 - Approach EB WB NB HCM Control Delay, s 0 6.6 9.2 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 1050 - - 1585 - HCM Lane V/C Ratio 0.175 - - 0.108 - HCM Control Delay 9.2 - - 7.5 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0.6 - - 0.4 - ---PAGE BREAK--- HCM 6th TWSC 2028 Total Traffic 108: Jackson Creek Pkwy & Monument Marketplace 3/4 Access PM Peak Hour 2028 Total Traffic 10 Report PM Peak Hour Page 6 Intersection Int Delay, s/veh 1.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 91 83 1086 799 65 Future Vol, veh/h 0 91 83 1086 799 65 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 200 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 66 66 93 93 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 138 89 1168 898 73 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 449 971 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 557 706 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 557 706 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 13.6 0.8 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 706 - 557 - - HCM Lane V/C Ratio 0.126 - 0.248 - - HCM Control Delay 10.8 - 13.6 - - HCM Lane LOS B - B - - HCM 95th %tile Q(veh) 0.4 - 1 - - ---PAGE BREAK--- Timings 2044 Total Traffic 7: Jackson Creek Pkwy & Strata Dr AM Peak Hour 2044 Total Traffic 10 Report AM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 39 5 7 189 9 52 7 820 59 17 822 55 Future Volume (vph) 39 5 7 189 9 52 7 820 59 17 822 55 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial 5.0 10.0 10.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 10.0 15.0 15.0 10.0 15.0 15.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split 12.0 20.0 20.0 23.0 31.0 31.0 12.0 65.0 65.0 12.0 65.0 65.0 Total Split 10.0% 16.7% 16.7% 19.2% 25.8% 25.8% 10.0% 54.2% 54.2% 10.0% 54.2% 54.2% Yellow Time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None Max Max Max None C-Max C-Max None C-Max C-Max Act Effct Green 12.7 12.0 12.0 38.0 28.4 28.4 69.8 67.4 67.4 71.1 69.8 69.8 Actuated g/C Ratio 0.11 0.10 0.10 0.32 0.24 0.24 0.58 0.56 0.56 0.59 0.58 0.58 v/c Ratio 0.24 0.03 0.02 0.40 0.02 0.12 0.02 0.43 0.06 0.05 0.42 0.06 Control Delay 41.1 47.2 0.1 34.5 37.3 0.5 7.0 13.2 0.4 10.1 15.3 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 41.1 47.2 0.1 34.5 37.3 0.5 7.0 13.2 0.4 10.1 15.3 0.1 LOS D D A C D A A B A B B A Approach Delay 36.2 27.5 12.3 14.2 Approach LOS D C B B Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 12 Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.43 Intersection Signal Delay: 15.5 Intersection LOS: B Intersection Capacity Utilization 54.0% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 7: Jackson Creek Pkwy & Strata Dr ---PAGE BREAK--- Timings 2044 Total Traffic 10: Jackson Creek Pkwy & Harness Rd AM Peak Hour 2044 Total Traffic 10 Report AM Peak Hour Page 2 Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 74 24 75 130 26 100 606 59 73 799 108 Future Volume (vph) 74 24 75 130 26 100 606 59 73 799 108 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 7 4 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial 5.0 10.0 10.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 15.0 15.0 15.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split 20.0 20.0 20.0 25.0 25.0 15.0 65.0 65.0 10.0 60.0 60.0 Total Split 16.7% 16.7% 16.7% 20.8% 20.8% 12.5% 54.2% 54.2% 8.3% 50.0% 50.0% Yellow Time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green 15.6 10.0 10.0 25.2 14.9 81.3 74.5 74.5 79.0 71.7 71.7 Actuated g/C Ratio 0.13 0.08 0.08 0.21 0.12 0.68 0.62 0.62 0.66 0.60 0.60 v/c Ratio 0.21 0.16 0.34 0.49 0.45 0.24 0.29 0.06 0.14 0.40 0.11 Control Delay 37.3 53.8 8.2 44.5 18.3 8.4 12.9 0.5 6.2 11.2 1.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.3 53.8 8.2 44.5 18.3 8.4 12.9 0.5 6.2 11.2 1.4 LOS D D A D B A B A A B A Approach Delay 26.9 31.6 11.4 9.7 Approach LOS C C B A Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 14.2 Intersection LOS: B Intersection Capacity Utilization 59.8% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 10: Jackson Creek Pkwy & Harness Rd ---PAGE BREAK--- HCM 6th TWSC 2044 Total Traffic 74: Monument Marketplace 3/4 Access & Cinematic Vw AM Peak Hour 2044 Total Traffic 10 Report AM Peak Hour Page 3 Intersection Int Delay, s/veh 3.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 7 4 28 71 62 3 Future Vol, veh/h 7 4 28 71 62 3 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 4 29 75 65 3 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 104 0 - 0 85 67 Stage 1 - - - - 67 - Stage 2 - - - - 18 - 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 1488 - - - 916 997 Stage 1 - - - - 956 - Stage 2 - - - - 1005 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1488 - - - 911 997 Mov Cap-2 Maneuver - - - - 911 - Stage 1 - - - - 951 - Stage 2 - - - - 1005 - Approach EB WB SB HCM Control Delay, s 4.7 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1488 - - - 915 HCM Lane V/C Ratio 0.005 - - - 0.075 HCM Control Delay 7.4 0 - - 9.3 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.2 ---PAGE BREAK--- HCM 6th TWSC 2044 Total Traffic 77: Cinematic Vw & Lot 1 (Future Office)/Lot 5A (Panda) AM Peak Hour 2044 Total Traffic 10 Report AM Peak Hour Page 4 Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 0 2 1 0 1 11 22 1 1 16 5 Future Vol, veh/h 1 0 2 1 0 1 11 22 1 1 16 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 0 2 1 0 1 12 23 1 1 17 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 70 70 20 71 72 24 22 0 0 24 0 0 Stage 1 22 22 - 48 48 - - - - - - - Stage 2 48 48 - 23 24 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver [PHONE REDACTED] [PHONE REDACTED] 1593 - - 1591 - - Stage 1 996 877 - 965 855 - - - - - - - Stage 2 965 855 - 995 875 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver [PHONE REDACTED] [PHONE REDACTED] 1593 - - 1591 - - Mov Cap-2 Maneuver 915 814 - 912 811 - - - - - - - Stage 1 988 876 - 957 848 - - - - - - - Stage 2 956 848 - 992 874 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 8.6 8.7 2.4 0.3 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1593 - - 1006 977 1591 - - HCM Lane V/C Ratio 0.007 - - 0.003 0.002 0.001 - - HCM Control Delay 7.3 0 - 8.6 8.7 7.3 0 - HCM Lane LOS A A - A A A A - HCM 95th %tile Q(veh) 0 - - 0 0 0 - - ---PAGE BREAK--- HCM 6th TWSC 2044 Total Traffic 79: Cinematic Vw & Harness Rd AM Peak Hour 2044 Total Traffic 10 Report AM Peak Hour Page 5 Intersection Int Delay, s/veh 2.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 110 0 84 150 0 64 Future Vol, veh/h 110 0 84 150 0 64 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 90 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 116 0 88 158 0 67 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 116 0 450 58 Stage 1 - - - - 116 - Stage 2 - - - - 334 - Critical Hdwy - - 4.13 - 6.63 6.93 Critical Hdwy Stg 1 - - - - 5.83 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy - - 2.219 - 3.519 3.319 Pot Cap-1 Maneuver - - 1472 - 552 996 Stage 1 - - - - 897 - Stage 2 - - - - 725 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1472 - 519 996 Mov Cap-2 Maneuver - - - - 519 - Stage 1 - - - - 897 - Stage 2 - - - - 682 - Approach EB WB NB HCM Control Delay, s 0 2.7 8.9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 996 - - 1472 - HCM Lane V/C Ratio 0.068 - - 0.06 - HCM Control Delay 8.9 - - 7.6 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0.2 - - 0.2 - ---PAGE BREAK--- HCM 6th TWSC 2044 Total Traffic 108: Jackson Creek Pkwy & Monument Marketplace 3/4 Access AM Peak Hour 2044 Total Traffic 10 Report AM Peak Hour Page 6 Intersection Int Delay, s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 66 66 765 972 32 Future Vol, veh/h 0 66 66 765 972 32 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 200 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 69 69 805 1023 34 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 512 1057 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 507 655 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 507 655 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 13.2 0.9 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 655 - 507 - - HCM Lane V/C Ratio 0.106 - 0.137 - - HCM Control Delay 11.1 - 13.2 - - HCM Lane LOS B - B - - HCM 95th %tile Q(veh) 0.4 - 0.5 - - ---PAGE BREAK--- Timings 2044 Total Traffic 7: Jackson Creek Pkwy & Strata Dr PM Peak Hour 2044 Total Traffic 10 Report PM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 115 21 18 127 17 32 15 1244 175 47 1230 107 Future Volume (vph) 115 21 18 127 17 32 15 1244 175 47 1230 107 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial 5.0 10.0 10.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 10.0 15.0 15.0 10.0 15.0 15.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split 19.0 25.0 25.0 19.0 25.0 25.0 12.0 64.0 64.0 12.0 64.0 64.0 Total Split 15.8% 20.8% 20.8% 15.8% 20.8% 20.8% 10.0% 53.3% 53.3% 10.0% 53.3% 53.3% Yellow Time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green 18.1 10.0 10.0 21.5 10.2 10.2 81.0 76.2 76.2 84.1 81.2 81.2 Actuated g/C Ratio 0.15 0.08 0.08 0.18 0.08 0.08 0.68 0.64 0.64 0.70 0.68 0.68 v/c Ratio 0.49 0.14 0.08 0.49 0.11 0.15 0.06 0.58 0.17 0.19 0.54 0.10 Control Delay 48.1 53.4 0.7 46.1 52.7 1.3 5.5 9.4 1.3 8.1 12.9 2.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.1 53.4 0.7 46.1 52.7 1.3 5.5 9.4 1.3 8.1 12.9 2.5 LOS D D A D D A A A A A B A Approach Delay 43.3 38.5 8.3 11.9 Approach LOS D D A B Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 12 Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.58 Intersection Signal Delay: 13.3 Intersection LOS: B Intersection Capacity Utilization 61.9% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 7: Jackson Creek Pkwy & Strata Dr ---PAGE BREAK--- Timings 2044 Total Traffic 10: Jackson Creek Pkwy & Harness Rd PM Peak Hour 2044 Total Traffic 10 Report PM Peak Hour Page 2 Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 221 91 251 91 42 247 1150 151 92 1035 186 Future Volume (vph) 221 91 251 91 42 247 1150 151 92 1035 186 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 2 6 6 Detector Phase 7 4 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial 5.0 15.0 15.0 5.0 15.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 10.0 20.0 20.0 10.0 20.0 10.0 10.0 10.0 10.0 10.0 10.0 Total Split 20.0 33.0 33.0 12.0 25.0 20.0 60.0 60.0 15.0 55.0 55.0 Total Split 16.7% 27.5% 27.5% 10.0% 20.8% 16.7% 50.0% 50.0% 12.5% 45.8% 45.8% Yellow Time 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green 31.6 20.4 20.4 22.2 15.2 77.5 64.6 64.6 64.8 56.7 56.7 Actuated g/C Ratio 0.26 0.17 0.17 0.18 0.13 0.65 0.54 0.54 0.54 0.47 0.47 v/c Ratio 0.41 0.30 0.56 0.36 0.50 0.71 0.64 0.17 0.37 0.65 0.24 Control Delay 36.2 45.6 11.9 38.4 29.0 25.9 22.1 3.2 11.5 18.7 1.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 36.2 45.6 11.9 38.4 29.0 25.9 22.1 3.2 11.5 18.7 1.8 LOS D D B D C C C A B B A Approach Delay 26.9 32.8 20.8 15.8 Approach LOS C C C B Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 16 Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay: 20.7 Intersection LOS: C Intersection Capacity Utilization 77.8% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 10: Jackson Creek Pkwy & Harness Rd ---PAGE BREAK--- HCM 6th TWSC 2044 Total Traffic 74: Monument Marketplace 3/4 Access & Cinematic Vw PM Peak Hour 2044 Total Traffic 10 Report PM Peak Hour Page 3 Intersection Int Delay, s/veh 4.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 55 16 88 106 98 32 Future Vol, veh/h 55 16 88 106 98 32 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 58 17 93 112 103 34 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 205 0 - 0 282 149 Stage 1 - - - - 149 - Stage 2 - - - - 133 - 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 1366 - - - 708 898 Stage 1 - - - - 879 - Stage 2 - - - - 893 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1366 - - - 678 898 Mov Cap-2 Maneuver - - - - 678 - Stage 1 - - - - 841 - Stage 2 - - - - 893 - Approach EB WB SB HCM Control Delay, s 6 0 11.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1366 - - - 722 HCM Lane V/C Ratio 0.042 - - - 0.19 HCM Control Delay 7.8 0 - - 11.1 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0.1 - - - 0.7 ---PAGE BREAK--- HCM 6th TWSC 2044 Total Traffic 77: Cinematic Vw & Lot 1 (Future Office)/Lot 5A (Panda) PM Peak Hour 2044 Total Traffic 10 Report PM Peak Hour Page 4 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 8 18 0 19 5 45 22 18 37 2 Future Vol, veh/h 5 0 8 18 0 19 5 45 22 18 37 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 0 8 19 0 20 5 47 23 19 39 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 157 158 40 151 148 59 41 0 0 70 0 0 Stage 1 78 78 - 69 69 - - - - - - - Stage 2 79 80 - 82 79 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver [PHONE REDACTED] [PHONE REDACTED] 1568 - - 1531 - - Stage 1 931 830 - 941 837 - - - - - - - Stage 2 930 828 - 926 829 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver [PHONE REDACTED] [PHONE REDACTED] 1568 - - 1531 - - Mov Cap-2 Maneuver 783 722 - 800 731 - - - - - - - Stage 1 928 819 - 938 834 - - - - - - - Stage 2 909 826 - 906 818 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9 9.2 0.5 2.3 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1568 - - [PHONE REDACTED] - - HCM Lane V/C Ratio 0.003 - - 0.015 0.044 0.012 - - HCM Control Delay 7.3 0 - 9 9.2 7.4 0 - HCM Lane LOS A A - A A A A - HCM 95th %tile Q(veh) 0 - - 0 0.1 0 - - ---PAGE BREAK--- HCM 6th TWSC 2044 Total Traffic 79: Cinematic Vw & Harness Rd PM Peak Hour 2044 Total Traffic 10 Report PM Peak Hour Page 5 Intersection Int Delay, s/veh 3.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 349 2 170 306 2 214 Future Vol, veh/h 349 2 170 306 2 214 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 90 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 367 2 179 322 2 225 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 369 0 1048 185 Stage 1 - - - - 368 - Stage 2 - - - - 680 - Critical Hdwy - - 4.13 - 6.63 6.93 Critical Hdwy Stg 1 - - - - 5.83 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy - - 2.219 - 3.519 3.319 Pot Cap-1 Maneuver - - 1188 - 408 826 Stage 1 - - - - 671 - Stage 2 - - - - 784 - Platoon blocked, % - - - 1 Mov Cap-1 Maneuver - - 1188 - 346 826 Mov Cap-2 Maneuver - - - - 346 - Stage 1 - - - - 671 - Stage 2 - - - - 666 - Approach EB WB NB HCM Control Delay, s 0 3.1 11.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 816 - - 1188 - HCM Lane V/C Ratio 0.279 - - 0.151 - HCM Control Delay 11.1 - - 8.6 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 1.1 - - 0.5 - ---PAGE BREAK--- HCM 6th TWSC 2044 Total Traffic 108: Jackson Creek Pkwy & Monument Marketplace 3/4 Access PM Peak Hour 2044 Total Traffic 10 Report PM Peak Hour Page 6 Intersection Int Delay, s/veh 1.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 112 91 1548 1275 102 Future Vol, veh/h 0 112 91 1548 1275 102 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 200 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 118 96 1629 1342 107 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 671 1449 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 399 463 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 399 463 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 17.8 0.8 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 463 - 399 - - HCM Lane V/C Ratio 0.207 - 0.295 - - HCM Control Delay 14.8 - 17.8 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0.8 - 1.2 - - ---PAGE BREAK--- Queuing Reports ---PAGE BREAK--- Queuing and Blocking Report 2044 Total Traffic AM Peak Hour AM Peak Hour 2044 Total Traffic SimTraffic Report AM Peak Hour Page 1 Intersection: 7: Jackson Creek Pkwy & Strata Dr Movement EB EB EB WB WB WB NB NB NB NB SB SB Directions Served L T R L T R L T T R L T Maximum Queue (ft) 87 26 18 226 28 71 27 206 204 38 43 217 Average Queue (ft) 33 3 5 106 4 24 4 88 110 10 11 118 95th Queue (ft) 78 15 17 184 18 54 20 166 179 30 32 180 Link Distance (ft) 513 [PHONE REDACTED] 1072 419 419 912 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) 205 275 235 260 Storage Blk Time 0 0 Queuing Penalty (veh) 0 0 Intersection: 7: Jackson Creek Pkwy & Strata Dr Movement SB SB Directions Served T R Maximum Queue (ft) 199 34 Average Queue (ft) 119 9 95th Queue (ft) 184 26 Link Distance (ft) 912 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) 250 Storage Blk Time Queuing Penalty (veh) ---PAGE BREAK--- Queuing and Blocking Report 2044 Total Traffic AM Peak Hour AM Peak Hour 2044 Total Traffic SimTraffic Report AM Peak Hour Page 2 Intersection: 10: Jackson Creek Pkwy & Harness Rd Movement EB EB EB EB WB WB NB NB NB NB SB SB Directions Served L L T R L TR L T T R L T Maximum Queue (ft) 85 98 57 6 188 164 94 170 163 47 75 148 Average Queue (ft) 10 40 13 0 84 55 41 80 71 12 25 72 95th Queue (ft) 44 80 39 0 156 125 81 151 145 37 58 137 Link Distance (ft) 148 148 [PHONE REDACTED] 1102 371 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) 65 225 350 235 260 Storage Blk Time 0 Queuing Penalty (veh) 0 Intersection: 10: Jackson Creek Pkwy & Harness Rd Movement SB SB Directions Served T R Maximum Queue (ft) 164 61 Average Queue (ft) 84 20 95th Queue (ft) 148 51 Link Distance (ft) 371 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) 200 Storage Blk Time Queuing Penalty (veh) Intersection: 74: Monument Marketplace 3/4 Access & Cinematic Vw Movement EB SB Directions Served LT LR Maximum Queue (ft) 12 62 Average Queue (ft) 1 26 95th Queue (ft) 8 53 Link Distance (ft) 276 142 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time Queuing Penalty (veh) ---PAGE BREAK--- Queuing and Blocking Report 2044 Total Traffic AM Peak Hour AM Peak Hour 2044 Total Traffic SimTraffic Report AM Peak Hour Page 3 Intersection: 77: Cinematic Vw & Lot 1 (Future Office)/Lot 5A (Panda) Movement EB WB Directions Served LTR LTR Maximum Queue (ft) 30 23 Average Queue (ft) 2 1 95th Queue (ft) 15 12 Link Distance (ft) 108 101 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time Queuing Penalty (veh) Intersection: 79: Cinematic Vw & Harness Rd Movement WB NB Directions Served L LR Maximum Queue (ft) 39 72 Average Queue (ft) 8 29 95th Queue (ft) 31 54 Link Distance (ft) 174 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) 90 Storage Blk Time Queuing Penalty (veh) Intersection: 108: Jackson Creek Pkwy & Monument Marketplace 3/4 Access Movement EB NB SB Directions Served R L R Maximum Queue (ft) 54 68 21 Average Queue (ft) 27 28 1 95th Queue (ft) 49 59 10 Link Distance (ft) 177 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) 200 250 Storage Blk Time Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 ---PAGE BREAK--- Queuing and Blocking Report 2044 Total Traffic PM Peak Hour PM Peak Hour 2044 Total Traffic SimTraffic Report PM Peak Hour Page 1 Intersection: 7: Jackson Creek Pkwy & Strata Dr Movement EB EB EB WB WB WB NB NB NB NB SB SB Directions Served L T R L T R L T T R L T Maximum Queue (ft) 164 65 33 209 63 58 40 204 203 59 83 233 Average Queue (ft) 82 18 8 96 17 21 10 86 101 18 30 119 95th Queue (ft) 141 49 24 171 48 47 31 172 180 44 61 217 Link Distance (ft) 513 [PHONE REDACTED] 1072 419 419 912 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) 205 275 235 260 Storage Blk Time 0 0 Queuing Penalty (veh) 0 0 Intersection: 7: Jackson Creek Pkwy & Strata Dr Movement SB SB B102 B102 Directions Served T R T T Maximum Queue (ft) 288 50 119 138 Average Queue (ft) 125 12 4 5 95th Queue (ft) 234 33 68 79 Link Distance (ft) 912 1203 1203 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) 250 Storage Blk Time 0 Queuing Penalty (veh) 1 ---PAGE BREAK--- Queuing and Blocking Report 2044 Total Traffic PM Peak Hour PM Peak Hour 2044 Total Traffic SimTraffic Report PM Peak Hour Page 2 Intersection: 10: Jackson Creek Pkwy & Harness Rd Movement EB EB EB EB WB WB NB NB NB NB SB SB Directions Served L L T R L TR L T T R L T Maximum Queue (ft) 140 156 146 132 141 172 271 352 382 153 275 359 Average Queue (ft) 63 98 54 48 59 70 125 207 219 38 51 178 95th Queue (ft) 124 157 123 120 126 142 211 314 335 121 144 312 Link Distance (ft) 148 148 [PHONE REDACTED] 1102 371 Upstream Blk Time 0 1 1 0 0 0 Queuing Penalty (veh) 0 2 1 0 0 0 Storage Bay Dist (ft) 65 225 350 235 260 Storage Blk Time 9 5 0 6 2 Queuing Penalty (veh) 22 4 1 8 2 Intersection: 10: Jackson Creek Pkwy & Harness Rd Movement SB SB Directions Served T R Maximum Queue (ft) 372 300 Average Queue (ft) 191 76 95th Queue (ft) 329 230 Link Distance (ft) 371 Upstream Blk Time 0 Queuing Penalty (veh) 1 Storage Bay Dist (ft) 200 Storage Blk Time 7 Queuing Penalty (veh) 12 Intersection: 74: Monument Marketplace 3/4 Access & Cinematic Vw Movement EB WB SB Directions Served LT TR LR Maximum Queue (ft) 46 7 74 Average Queue (ft) 11 0 36 95th Queue (ft) 37 4 63 Link Distance (ft) 276 177 142 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time Queuing Penalty (veh) ---PAGE BREAK--- Queuing and Blocking Report 2044 Total Traffic PM Peak Hour PM Peak Hour 2044 Total Traffic SimTraffic Report PM Peak Hour Page 3 Intersection: 77: Cinematic Vw & Lot 1 (Future Office)/Lot 5A (Panda) Movement EB WB SB Directions Served LTR LTR LTR Maximum Queue (ft) 30 47 20 Average Queue (ft) 11 24 1 95th Queue (ft) 35 47 10 Link Distance (ft) 108 101 132 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time Queuing Penalty (veh) Intersection: 79: Cinematic Vw & Harness Rd Movement EB WB NB Directions Served TR L LR Maximum Queue (ft) 73 90 96 Average Queue (ft) 4 39 52 95th Queue (ft) 30 73 81 Link Distance (ft) 261 174 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) 90 Storage Blk Time 0 0 Queuing Penalty (veh) 0 1 Intersection: 108: Jackson Creek Pkwy & Monument Marketplace 3/4 Access Movement EB NB SB Directions Served R L R Maximum Queue (ft) 122 103 28 Average Queue (ft) 47 45 2 95th Queue (ft) 91 81 14 Link Distance (ft) 177 Upstream Blk Time Queuing Penalty (veh) Storage Bay Dist (ft) 200 250 Storage Blk Time Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 56