HomeMy WebLinkAboutNotes Applicant 12/13/2024 (7) 160 Madison Street, Suite A Eugene, Oregon 97402 541.513.3376 GANSEN GAME FARM TRAFFIC IMPACT ANALYSIS Springfield, Oregon November 15, 2024 SANDOW ENGINEERING TRAFFIC IMPACT ANALYSIS TRAFFIC IMPACT ANALYSIS GANSEN GAME FARM Springfield, Oregon November 15, 2024 Kelly Sandow PE SANDOW ENGINEERING 160 Madison Street, Suite A Eugene Oregon 97402 541.513.3376 sandowengineering.com project # 6147     1 Gansen TIA 11.15.24 SANDOW ENGINEERING EXECUTIVE SUMMARY This report provides the Traffic Impact Analysis and findings prepared for the proposed Gansen residential subdivision located in Springfield, Oregon. The subject site is located between Raleighwood Avenue and Pheasant Boulevard adjacent to Game Farm Road at Tax Lots 20801 and 2100 of Assessor’s Map 17-03-22-13. The site is approximately 2.57 acres and is currently vacant. The development proposal is a 28-unit semi-attached residential development. The development includes a new private street that runs along the western edge of the site and will connect to Game Garm Road on the south end and Pheasant Boulevard on the north end. The property and locations where the site will connect to the street network are within the City limits. The remaining street network is within Lane County's jurisdiction. This study evaluates conditions on the transportation system with the development in place, in accordance with the City of Springfield and Lane County criteria. FINDINGS • The site access to Game Farm Road can operate safely. There are no turning movement conflicts, queueing conflicts, or line of sight conflicts that would impact safe operations. • The site access to Pheasant Boulevard can operate safely. There are no turning movement conflicts, queueing conflicts, or line of sight conflicts that would impact safe operations. • There are no crash patterns along the site frontage or the adjacent intersections of Mallard Ave at Game Farm Road and Mallard Ave at Pheasant Blvd that would indicate additional vehicle trips from the proposed development would present a safety concern. • The adjacent intersections of Mallard Ave at Game Farm Road and Mallard Ave at Pheasant Blvd will operate within standards and will not be significantly impacted by the trips from the proposed development. 2 Gansen TIA 11.15.24 SANDOW ENGINEERING CONTENTS DEVELOPMENT PROPOSAL 4 SCOPE OF ANALYSIS 4 FIGURE 1- VICINITY MAP AND SITE LOCATION 6 TRIP GENERATION 7 3.1 VEHICLE TRIP GENERATION 7 TABLE 1: TRIP GENERATION 7 3.2 TRIP DISTRIBUTION 7 FIGURE 2- TRIP DISTRIBUTION AM PEAK HOUR 8 FIGURE 3- TRIP DISTRIBUTION PM PEAK HOUR 9 3.3 PEDESTRIAN ESTIMATES 10 EXISTING ROADWAY CONDITIONS 10 4.1 STREET NETWORK 10 TABLE 2: ROADWAY CHARACTERISTICS WITHIN STUDY AREA 10 4.2 STUDY INTERSECTIONS 11 FIGURE 4 –INTERSECTION CONTROL AND LANE CONFIGURATION 12 TRAFFIC VOLUMES 13 5.1 INTERSECTION COUNTS 13 5.2 FUTURE YEAR BACKGROUND VOLUMES 13 5.3 FINAL BACKGROUND VOLUMES 13 FIGURE 5- YEAR 2024 AM TRAFFIC VOLUMES 14 FIGURE 6- YEAR 2024 PM TRAFFIC VOLUMES 15 FIGURE 7- YEAR 2026 AM TRAFFIC VOLUMES 16 FIGURE 8- YEAR 2026 PM TRAFFIC VOLUMES 17 FIGURE 9- YEAR 2031 AM TRAFFIC VOLUMES 18 FIGURE 10- YEAR 2031 PM TRAFFIC VOLUMES 19 INTERSECTION EVALUATION 20 6.1 PERFORMANCE MEASURES 20 6.2 INTERSECTION ANALYSIS RESULTS 20 TABLE 3: INTERSECTION OPERATION: WEEKDAY AM PEAK HOUR 20 TABLE 4: INTERSECTION OPERATION: WEEKDAY PM PEAK HOUR 21 6.3 QUEUING ANALYSIS RESULTS 21 3 Gansen TIA 11.15.24 SANDOW ENGINEERING TABLE 5: INTERSECTION QUEUING: WEEKDAY PM PEAK HOUR 22 TABLE 5: INTERSECTION QUEUING: WEEKDAY PM PEAK HOUR 22 SAFETY ANALYSIS 23 7.1 CRASH ANALYSIS 23 TABLE 7: INTERSECTION CRASH RATE 23 7.2 SIGHT DISTANCE 24 7.3 QUEUING CONFLICTS 25 7.4 TURN PATH CONFLICTS 27 CONCLUSION 28 FINDINGS 28 LIST OF APPENDICES APPENDIX A: SITE PLAN APPENDIX B: TRAFFIC VOLUMES APPENDIX C: SYNCHRO ANALYSIS APPENDIX D: QUEUING ANALYSIS APPENDIX E: CRASH DATA 4 Gansen TIA 11.15.24 SANDOW ENGINEERING DEVELOPMENT PROPOSAL The subject site is located between Raleighwood Avenue and Pheasant Boulevard off Game Farm Road. The 2.57-acre site is located on Tax Lots 20801 and 2100 of Assessor’s Map 17-03- 22-13 and is currently vacant. Figure 1 provides the vicinity map and site location. Appendix A contains the site plan. The applicant is proposing the construction of 28 townhome style residential units. The development includes a new private street connection along the eastern edge of the site, connecting to Game Farm Road on the south end and Pheasant Drive on the north end. The private street is proposed at 22 feet wide. The connections to the public street at Pheasant Blvd and Game Farm Road will be full movement. SCOPE OF ANALYSIS The adjacent roadways of Game Farm Road, Pheasant Boulevard, and Mallard Avenue are within the jurisdiction of Lane County. The site and the section of Game Farm Road and Pheasant Blvd where the site connects are within the City of Springfield city limits. The image below illustrates the site location and city limits. Site Location and City Limits 5 Gansen TIA 11.15.24 SANDOW ENGINEERING The traffic study was performed in accordance with the City of Springfield and Lane County standards criteria. The basis of the traffic analysis is to evaluate the safety and operation of the proposed new private street connections to Game Farm Road and Pheasant Boulevard. The evaluation includes: • Estimation of vehicle trips for the peak hours and ADT • Vehicle turning movement analysis • Access evaluation • Safety Analysis The traffic impacts were evaluated for the weekday AM and PM peak hours. The analysis is performed for the following conditions: • Existing year 2023 • Year of completion, year 2026, with and without the proposed development • Five-year planning horizon, year 2031, with and without the proposed development SANDOWENGINEERING 160 Madison Street Suite A Eugene, Oregon 97402 - 541.513.3376 - sandowengineering.com Gamefarm TIA, Eugene, OregonFigure 1: Site Location & Vicinity MapM c k e n zieRiver 7 Gansen TIA 11.15.24 SANDOW ENGINEERING TRIP GENERATION 3.1 VEHICLE TRIP GENERATION The traffic generated to this site is estimated using the ITE Trip Generation Manual 11th Edition. The ITE Manuals provide two Land Uses that could be used to estimate trips for this development proposal. The first Land Use is 215-Single Family Attached. This land use is for townhome and duplex-style units that share at least one wall but that are not stacked units. The second land use is 210-Single Family Detached. This land use is typically used for single family detached homes. However, the trip rate during the peak hours is higher for 210-Single Family Detached. Therefore, the trip rate for 210-Single Family Detached is used to provide a more conservative analysis. Table 1 provides the trip generation estimates. TABLE 1: TRIP GENERATION 3.2 TRIP DISTRIBUTION The trips are distributed on the adjacent street network based on the existing travel patterns using shortest paths for routing trips to major roadways adjacent origins/destinations. The distribution is estimated as follows: • 60% to/from the south on Game Farm Road to Harlow Road • 20% to/from the south on Pheasant Blvd to Harlow Road • 20% to/from the north on Game Farm Road to Martin Luther King Jr Parkway The traffic volumes were distributed according to the percentages above and are illustrated in Figure 2 for the AM peak hour and Figure 3 for the PM peak hour. ITE Land Use Size (units) Trip Generation Rate Trips % IN % OUT IN OUT AM Peak Hour Trips 210- Single Family Residential 28 LN(T)=0.91ln(x)+0.12 9 25% 75% 2 7 PM Peak Hour Trips 210- Single Family Residential 28 LN(T)=0.94ln(x)-0.27 30 63% 37% 19 11 ADT 210- Single Family Residential 28 LN(T)=0.92ln(x)+2.68 313 50% 50% 156 157 SANDOWENGINEERING 160 Madison Street Suite A Eugene, Oregon 97402 - 541.513.3376 - sandowengineering.com Gamefarm TIA, Eugene, OregonFigure 2: AM Development Trip Distribution1Oriole StPheasantBlvdCardinal WayMallard AveMartinLutherKingJrRiverbendDrG a me f a r m R d 2341. Pheasant @Site Access3. Gamefarm @ Mallard9232. Pheasant @ Mallard424. Gamefarm @ Site Access23161139 SANDOWENGINEERING 160 Madison Street Suite A Eugene, Oregon 97402 - 541.513.3376 - sandowengineering.com Gamefarm TIA, Eugene, OregonFigure 3: PM Development Trip DistributionOriole StPheasantBlvdCardinal WayMallard AveMartinLutherKingJrRiverbendDrG a me f a r m R d 2341. Pheasant @Site Access3. Gamefarm @ Mallard42152. Pheasant @ Mallard3224. Gamefarm @ Site Access11245 351 10 Gansen TIA 11.15.24 SANDOW ENGINEERING 3.3 PEDESTRIAN ESTIMATES The ITE Trip Generation Manuals provide an estimate of the walking and bicycling trips to the site. The walking and biking trips are estimated as follows: • AM peak hour: 3 total, with 1 entering and 2 exiting • PM peak hour: 7 total, with 3 entering and 4 exiting There is a sidewalk from the north end of Pheasant Blvd connecting through the commercial buildings to Kruse Way to the north, providing access to the shopping and restaurants within the area. There is a multi-use path located east of Game Farm Road that can be accessed at Mallard Ave. This provides an off-street route to Martin Luther King Jr Parkway with connections to Riverbend Hospital, to the businesses north near International Way, and bike access south to Harlow Road. Pedestrian and bicycle usage to the south to Harlow Road would be from the shared roadways at Game Farm Road and Pheasant Boulevard. There are adequate pedestrian and bike facilities for the levels of pedestrian and bicycle usage estimates for this site. EXISTING ROADWAY CONDITIONS 4.1 STREET NETWORK Streets included in the study are Game Farm Road, Mallard Avenue, and Pheasant Boulevard. The roadway characteristics within the study area are included in Table 2. TABLE 2: ROADWAY CHARACTERISTICS WITHIN STUDY AREA Characteristic Game Farm Road Mallard Avenue Pheasant Boulevard Jurisdiction Lane County/City Lane County Lane County Functional Classification Major Collector Urban Local Urban Local Posted Speed 35 mph 25 mph 25 mph Lanes per Direction 1 1 1 Center Left Turn lane None None None Restrictions in the Median None None None Bikes Lanes Present Off-Street Path on East Side None None Sidewalks Present Off-Street Path on East Side None None On-Street Parking Yes Yes Yes 11 Gansen TIA 11.15.24 SANDOW ENGINEERING 4.2 STUDY INTERSECTIONS The following describes the study intersections. Figure 4 provides an illustration of the lane configuration and intersection control. Game Farm Road at Mallard Avenue: This is a stop-controlled T-intersection with the stop on the Mallard Ave approach. This intersection is one lane in each direction. There is an off-street multi-use path along the east side of Game Farm Road. Mallard Avenue at Pheasant Boulevard: This is a 4-legged all-way stop-controlled intersection. The intersection is 1 lane in each direction. SANDOWENGINEERING 160 Madison Street Suite A Eugene, Oregon 97402 - 541.513.3376 - sandowengineering.com Gamefarm TIA, Eugene, OregonFigure 4: Intersection Control and Lane configurationNOriole StPheasantBlvdCardinal WayMallard AveMartinLutherKing JrPkwyRiverbendDrG a me f a r m R d 231. Pheasant @ Site Access3. Pheasant @ Mallard3. Gamefarm @ MallardSTOPSTOPSTOPSTOP STOP1 13 Gansen TIA 11.15.24 SANDOW ENGINEERING TRAFFIC VOLUMES 5.1 INTERSECTION COUNTS As part of the analysis, AM and PM peak hour turning movement counts were collected at the study area intersections. Traffic counts were performed in October 2024 for the weekday peak periods between 7:00 AM to 9:00 PM and 4:00 PM to 6:00 PM. The turning movement counts illustrate that the weekday peak hours occur from 7:15- 8:15 AM and 5:00-6:00 PM. The traffic volumes are included in Appendix B. 5.2 FUTURE YEAR BACKGROUND VOLUMES The proposed site development is projected to be completed by the year 2026. Consistent with the traffic impact analysis criteria, the intersections were evaluated for the year of completion/full occupancy as the year 2026, a 5-year planning horizon, and the year 2031. The City of Springfield standard 2% growth rate was used. 5.3 FINAL BACKGROUND VOLUMES The existing traffic volumes were adjusted according to the methodology described above. Appendix B provides the traffic volume calculations. The following figures illustrate the traffic volumes. • Figure 5- Year 2024 AM Traffic Volumes • Figure 6- Year 2024 PM Traffic Volumes • Figure 7- Year 2026 AM Traffic Volumes • Figure 8- Year 2026 PM Traffic Volumes • Figure 9- Year 2031 AM Traffic Volumes • Figure 10- Year 2031 PM Traffic Volumes SANDOWENGINEERING 160 Madison Street Suite A Eugene, Oregon 97402 - 541.513.3376 - sandowengineering.com Gamefarm TIA, Eugene, OregonFigure 5: Year 2024 AM Traffic VolumesOriole StPheasantBlvdCardinal WayMallard AveMartinLutherKing JrPkwyRiverbendDrGamefarmRd 233. Pheasant @ Mallard3. Gamefarm @ Mallard012140381833371701061193614301. Pheasant @Site Access214 SANDOWENGINEERING 160 Madison Street Suite A Eugene, Oregon 97402 - 541.513.3376 - sandowengineering.com Gamefarm TIA, Eugene, Oregon Figure 6: Year 2024 PM Traffic Volumes1Oriole StPheasantBlvdCardinal WayMallard AveMartinLutherKing JrPkwyRiverbendDrGamefarmRd 233. Pheasant @ Mallard3. Gamefarm @ Mallard14170208795222933167162623381. Pheasant @Site Access63 SANDOWENGINEERING 160 Madison Street Suite A Eugene, Oregon 97402 - 541.513.3376 - sandowengineering.com Gamefarm TIA, Eugene, OregonFigure 7: Year 2026 AM Traffic Volumes1Oriole StPheasantBlvdCardinal WayMallard AveMartinLutherKingJrRiverbendDrG a me f a r m R d 2341. Pheasant @Site Access3. Pheasant @ Mallard4. Gamefarm @ Mallard012150401933371801063203715311. Pheasant @Site Access3. Gamefarm @ Mallard127020391534BackgroundWith Development2. Pheasant @ Mallard016170401934371804. Gamefarm @ Site Access27445421624439 SANDOWENGINEERING 160 Madison Street Suite A Eugene, Oregon 97402 - 541.513.3376 - sandowengineering.com Gamefarm TIA, Eugene, OregonFigure 8: Year 2026 PM Traffic Volumes1Oriole StPheasantBlvdCardinal WayMallard AveMartinLutherKingJrRiverbendDrG a me f a r m R d 2341. Pheasant @Site Access3. Pheasant @ Mallard4. Gamefarm @ Mallard14180218795233033270172724401. Pheasant @Site Access3. Gamefarm @ Mallard347217292545BackgroundWith Development2. Pheasant @ Mallard172002187115243054. Gamefarm @ Site Access1110224556653633 SANDOWENGINEERING 160 Madison Street Suite A Eugene, Oregon 97402 - 541.513.3376 - sandowengineering.com Gamefarm TIA, Eugene, OregonFigure 10: Year 2031 PM Traffic Volumes1Oriole StPheasantBlvdCardinal WayMallard AveMartinLutherKingJrRiverbendDrG a me f a r m R d 2341. Pheasant @Site Access3. Pheasant @ Mallard4. Gamefarm @ Mallard151902398106253333576183026431. Pheasant @Site Access3. Gamefarm @ Mallard377818302748BackgroundWith Development2. Pheasant @ Mallard182102398126253354. Gamefarm @ Site Access1111224562757333 20 Gansen TIA 11.15.24 SANDOW ENGINEERING INTERSECTION EVALUATION 6.1 PERFORMANCE MEASURES The primary measure of performance for intersections in this analysis is based on the Highway Capacity Manual (HCM) defined level of service (LOS). LOS is a concept developed to quantify the degree of comfort (including such elements as travel time, number of stops, total amount of stopped delay, and impediments caused by other vehicles) afforded to drivers as they travel through an intersection or along a roadway segment. It was developed to quantify the quality of service of transportation facilities. The secondary performance measure used in this study is the volume-to-capacity ratio (v/c). Volume-to-capacity ratio describes the capability of an intersection to meet volume demand based on the maximum number of vehicles that could be served in an hour. Lane County utilizes a v/c ratio of 0.85 and an LOS E standard for all-way stop controlled intersections and a v/c ratio of 0.95 and an LOS E for two-way stop-controlled facilities inside of the UGB. The City of Springfield has a standard of LOS D for all intersections. 6.2 INTERSECTION ANALYSIS RESULTS For this study, the level of service and volume to capacity intersection analysis was completed according to the Highway Capacity Manual (HCM) method implemented in SYNCHRO version 10. The results are illustrated in Table 3 for the AM Peak Hour and Table 4 for the PM peak hour. Appendix C contains the Synchro outputs. TABLE 3: INTERSECTION OPERATION: WEEKDAY AM PEAK HOUR Intersection Mobility Standard V/C LOS 2024 Background 2025 Background 2025 Build 2031 Background 2031 Build Mallard at Pheasant LOS E v/c 0.95 A 0.08 A 0.09 A 0.09 A 0.09 A 0.09 Game Farm at Mallard LOS E v/c 0.85 A 0.07 A 0.07 A 0.07 A 0.07 A 0.07 Pheasant at Site Access LOS D - - A - A Game Farm at Site Access LOS D - - A - A *Results are provided for critical movement 21 Gansen TIA 11.15.24 SANDOW ENGINEERING TABLE 4: INTERSECTION OPERATION: WEEKDAY PM PEAK HOUR Intersection Mobility Standard V/C LOS 2024 Background 2025 Background 2025 Build 2031 Background 2031 Build Mallard at Pheasant LOS E v/c 0.95 A 0.07 A 0.07 A 0.08 A 0.08 A 0.08 Game Farm at Mallard LOS E v/c 0.85 A 0.05 A 0.06 A 0.06 A 0.06 A 0.07 Pheasant at Site Access LOS D - - A - A Game Farm at Site Access LOS D - - A - A *Results are provided for critical movement As shown in Tables 3 and 4, the existing intersections and proposed new street connections will meet the applicable mobility standards during the AM and PM peak hours. The addition of development trips will not degrade the intersection operation. 6.3 QUEUING ANALYSIS RESULTS A queuing analysis was conducted for the year 2024 existing conditions, the year 2026 with and without the development, and the year 2031 with and without development. The analysis was performed using SimTraffic, a microsimulation software tool that uses the HCM-defined criteria to estimate the queuing of vehicles within the study area. The average and 95th percentile queuing results are illustrated in Table 5 for the AM peak hour and Table 6 for the PM Peak Hour. All results are rounded to 25 feet to represent the total number of vehicles in the queue, as one vehicle typically occupies 25 feet of space. The SimTraffic outputs are provided in Appendix D. 22 Gansen TIA 11.15.24 SANDOW ENGINEERING TABLE 5: INTERSECTION QUEUING: WEEKDAY PM PEAK HOUR TABLE 5: INTERSECTION QUEUING: WEEKDAY PM PEAK HOUR As shown in the queue tables, the addition of development trips does not substantially increase queuing conditions. Additionally, there are no queuing or spillback issues from the site connections to the adjacent intersection/infrastructure. Intersection Available Storage (Feet) 2024 Background (Feet) 2026 Background (Feet) 2026 Build (Feet) 2031 Background (Feet) 2031 Build (Feet) 95th Average 95th Average 95th Average 95th Average 95th Average Mallard at Pheasant Blvd EB LTR 215 50 25 50 25 50 25 50 25 50 25 WB LTR 325 50 25 50 25 50 25 50 25 50 25 NB LTR 320 25 25 50 25 50 25 25 25 50 25 SB LTR 600 50 25 50 25 50 25 50 25 50 25 Game Farm at Mallard EB LR 350 50 25 50 25 50 25 50 25 50 25 NB LT 325 0 0 25 0 25 25 25 0 25 25 SB TR 525 25 25 25 25 0 0 25 25 25 25 Pheasant at Site Access WB LR 200 N/A N/A N/A N/A 25 25 N/A N/A 25 25 Game Farm at Site Access EB LR 250 N/A N/A N/A N/A 25 25 N/A N/A 25 25 NB LT 425 N/A N/A N/A N/A 25 25 N/A N/A 0 0 Intersection Available Storage (Feet) 2024 Background (Feet) 2026 Background (Feet) 2026 Build (Feet) 2031 Background (Feet) 2031 Build (Feet) 95th Average 95th Average 95th Average 95th Average 95th Average Mallard at Pheasant Blvd EB LTR 215 50 25 50 25 50 25 50 25 50 25 WB LTR 325 50 25 50 25 50 25 50 25 50 25 NB LTR 320 50 25 50 25 50 25 50 25 50 25 SB LTR 600 50 25 50 25 50 25 50 25 50 25 Game Farm at Mallard EB LR 350 50 25 50 25 50 25 50 25 50 25 NB LT 325 25 25 25 25 25 25 25 25 25 25 SB TR 525 25 25 25 25 0 0 25 25 25 25 Pheasant at Site Access WB LR 200 N/A N/A N/A N/A 25 25 N/A N/A 25 25 Game Farm at Site Access EB LR 250 N/A N/A N/A N/A 25 25 N/A N/A 25 25 NB LT 425 N/A N/A N/A N/A 25 25 N/A N/A 25 0 23 Gansen TIA 11.15.24 SANDOW ENGINEERING SAFETY ANALYSIS The safety of the proposed private street connections to Game Farm Road and Pheasant Boulevard was evaluated considering typical standards and operations, including: • Historical crash patterns • Clear line of sight for drivers into and out of the new street connections • Vehicle queuing conflicts • Turn path conflicts • Pedestrian and cyclist safety 7.1 CRASH ANALYSIS A crash investigation was performed for the study area intersections. The analysis investigates crashes that have been reported to the state for the most recent 5 years, 1/01/2018- 12/31/2022, to determine the crash rate in crashes per million vehicles on the roadway and the types of crashes that occurred. The crash rate is compared to the critical crash rate. If the calculated crash rate exceeds the critical crash rate, the location is investigated for further mitigation measures. Crash data was provided by ODOT for the study area and included in Appendix E. The results of the crash analysis are provided in Table 7. TABLE 7: INTERSECTION CRASH RATE Location Intersection Type Number of Crashes ADT MEV Crash Rate* Critical Crash Rate Game Farm at Mallard Stop 0 2,010 3.67 0.00 0.14 Pheasant at Mallard Stop 0 1,250 2.20 0.00 0.22 *(crashes/million entering vehicles) As shown in Table 7, there were no crashes reported within the study area within the past 5 years. There is no history of crashes at the adjacent intersection that would indicate a current safety issue. 24 Gansen TIA 11.15.24 SANDOW ENGINEERING 7.2 SIGHT DISTANCE The new private street connections to Game Farm Road to Pheasant Blvd were evaluated for sight distance. Sight distances are classified as the stopping sight distance (SSD) for the major roadway and departure/intersection sight distance (ISD) for the site accesses. The SSD is the length of roadway needed for a vehicle traveling at the design speed to safely stop for a stationary object in the roadway. The required sight distance allows a driver to perceive and react to an object 2 feet high on the roadway visible from a driver’s eye height of 3.5 feet above the ground. The (ISD) is a measure of the length of visibility of the roadway given to a stopped driver on a minor road approach. The distance provides time to perceive and react to gaps in traffic to allow a driver to safely turn into the roadway. For this calculation, it is assumed that the driver’s eye is 3.5 feet above the ground and that the object to be seen is 3.5 feet above the ground of the intersecting road. The standards for evaluating SSD and ISD follow the methodology in the AASHTO’s A Policy on Geometric Design of Highways and Streets (2018). As per the AASHTO methodology, intersections and driveways should, at a minimum, meet the SSD requirements. However, it is desirable to achieve the ISD whenever possible. GAME FARM ROAD CONNECTION Stopping Sight Distance Stopping sight distance is a measurement of the length of roadway a vehicle approaching the driveway needs to be able to clearly see and react to a vehicle slowing or stopped on Game Farm Road to enter or exit the site driveway. The SSD is based on the speed of the major roadway. Game Farm Road has a posted speed of 35 mph. As per AASHTO, the SSD is 250 feet for 35 mph. Field measurements verify that the SSD for the northbound and southbound traveling vehicles exceeds 250 feet. Intersection Site Distance The intersection sight distance is a measure of the length of roadway on Game Farm Road that is visible to a driver exiting the new site connection. This length allows for a vehicle exiting the site to observe a gap in traffic that is sufficient to allow the turn onto Game Farm Road. The recommended ISD is calculated for a vehicle turning from the access onto Game Farm Road for both left and right turn maneuvers. Therefore, the intersection sight distance calculations are based on Case B1 of the AASHTO manual. Again, the speed used is 35 mph at the driveway. The ISD is 390 feet. Field measurements verify that the available ISD exceeds the standard to both the north and south. 25 Gansen TIA 11.15.24 SANDOW ENGINEERING PHEASANT BOULEVARD CONNECTION Stopping Sight Distance Stopping sight distance is a measurement of the length of roadway a vehicle approaching the driveway needs to be able to clearly see and react to a vehicle slowing or stopped on Pheasant Blvd to enter or exit the site driveway. The SSD is based on the speed of the major roadway. Pheasant Blvd has a posted speed of 25 mph. As per AASHTO, the SSD is 155 feet for 25 mph. Field measurements verify that the SSD for the approaching vehicles on Pheasant Blvd exceeds 155 feet. Intersection Site Distance The intersection sight distance is a measure of the length of roadway on Pheasant Blvd that is visible to a driver exiting the new site connection. This length allows for a vehicle exiting the site to observe a gap in traffic that is sufficient to allow the turn onto Pheasant Blvd. The recommended ISD is calculated for a vehicle turning from the access onto Pheasant Blvd for both left and right turn maneuvers. Therefore, the intersection sight distance calculations are based on Case B1 of the AASHTO manual. Again, the speed used is 25 mph at the driveway. The ISD is 280 feet. Field measurements verify that the available ISD exceeds the standard to both the north and south. In summary, the distances needed for a clear line of sight for vehicles entering and exiting the new private street connections are available. Vehicles can turn into and out of the site safely. 7.3 QUEUING CONFLICTS The site access connections were evaluated for queuing conditions to ensure that the vehicle queues would not back up and block the adjacent intersections. New Connection to Game Farm Road The new private street connection to Game Farm Road is proposed at approximately 100 feet north of the intersection of Game Farm Road at Mallard Avenue (measured centerline to centerline). As per the queuing analysis provided in Section 6.0, the queue for vehicles entering the site is anticipated at no more than 1 vehicle (25 feet) on Game Farm Road at the site access and no more than 1 vehicle (25 feet) on Game Farm Road at Mallard Ave. The queue lengths are depicted in the illustration below. As demonstrated, the queues from the site connection will not conflict with the queues on Game Farm Road at Mallard Ave. 26 Gansen TIA 11.15.24 SANDOW ENGINEERING Vehicle queueing at the site entrance on Game Farm Road. New Connection to Pheasant Boulevard The new private street connection to Pheasant Boulevard is located just at the northern end of Pheasant Blvd before the bend. As per the queuing analysis provided in Section 6.0, the queue for vehicles entering the site is anticipated to be less than 1 vehicle. This means that, on average, there will not be a vehicle queued waiting to enter. A vehicle entering the site from Pheasant Boulevard will not back up and block any adjacent driveways. 27 Gansen TIA 11.15.24 SANDOW ENGINEERING 7.4 TURN PATH CONFLICTS The site connection to Game Farm Road was evaluated for possible turning movement conflicts that would present a safety concern. Turn path conflicts are left turn movements that occur between the new site connection and the intersection to the south that potentially overlap, and vehicles making the turning movements do not have a clear line of sight to see the other vehicle. The image below depicts the turn path conflicts. As demonstrated, there are no turn path conflicts. Turning Paths at Site Access and Intersection of Game Farm and Mallard Ave 28 Gansen TIA 11.15.24 SANDOW ENGINEERING CONCLUSION The study evaluates the proposed site access connections to Game Farm Road and Pheasant Boulevard for the proposed multi-unit housing development. FINDINGS • The site access to Game Farm Road can operate safely. There are no turning movement conflicts, queueing conflicts, or line of sight conflicts that would impact safe operations. • The site access to Pheasant Boulevard can operate safely. There are no turning movement conflicts, queueing conflicts, or line of sight conflicts that would impact safe operations. • There are no crash patterns along the site frontage or the adjacent intersections of Mallard Ave at Game Farm Road and Mallard Ave at Pheasant Blvd that would indicate additional vehicle trips from the proposed development would present a safety concern. • The adjacent intersections of Mallard Ave at Game Farm Road and Mallard Ave at Pheasant Blvd will operate within standards and will not be significantly impacted by the trips from the proposed development. SANDOW ENGINEERING GANSEN GAME FARM APPENDIX A: SITE PLAN SSWL WWSDSDSDSDSDSDSDSDSDSDSDW W W W W WWLWLWLWLWLWLWLWLWL WLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSC CCCCCC C CCC SDSDSDSDSDWL CCC C CCCLot A65315.53 S.F.Lot : 281297.53 S.F.Lot : 271005.00 S.F.Lot : 261360.82 S.F.Lot : 91540.97 S.F.Lot : 81273.00 S.F.Lot : 71540.97 S.F.Lot : 61540.97 S.F.Lot : 51005.00 S.F.Lot : 41541.00 S.F.Lot : 32010.00 S.F.Lot : 21005.00 S.F.Lot : 12010.00 S.F.Lot : 294890.50 S.F.Lot : 251963.82 S.F.Lot : 242060.25 S.F.Lot : 102010.03 S.F.Lot : 112010.00 S.F.Lot : 121541.00 S.F.Lot : 131005.00 S.F.Lot : 141541.00 S.F.Lot : 151541.00 S.F.Lot : 161005.00 S.F.Lot : 171541.00 S.F.Lot : 231591.25 S.F.Lot : 221005.00 S.F.Lot : 211440.50 S.F.Lot : 201440.50 S.F.Lot : 191005.00 S.F.Lot : 181541.00 S.F.Lot A65315.53 S.F.Lot A65315.53 S.F.Lot A65315.53 S.F.RALEIGHWOOD AVEPHEASANT BLVDMA L L A R D A V E GAME FARM ROAD5'-0" SETBACK6'-0" EXISTING PUE 5'-0" SETBACK 6'-0" EXISTING PUE 5'-0" SETBACK 6'-0" EXISTING PUE 5'-0" SETBACK 6'-0" EXISTING PUE 1 0 ' - 0 " S E T B A C K 5'-0" SETBACK 5'-0" SETBACK 12'-0" EXISTING PUE 5'-0" SETBACK 12'-0" EXISTING PUE 5'-0" SETBACK12'-0" EXISTING PUE 10'-0" SETBACK5'-0" SETBACK10'-0" SETBACK 5'-0" SETBACK THE SATRE GROUP 375 West 4th, Suite 201, Eugene OR 97401 Phone: 541.686.4540 Fax: 541.686.4577 www.satregroup.com DescriptionPhase Drawn By Checked Date Project Number THE SATRE GROUP, LAND USE PLANNERS, LANDSCAPE ARCHITECTS AND ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF THE SATRE GROUP. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD THE SATRE GROUP HARMLESS.RevisionsDate#© 2024, THE SATRE GROUP GANSEN GAME FARM 3333 Pheasant Blvd - 17-03-22-13-02100, Game Farm Road - 17-03-22-13-20801 SPRINGFIELD, OR 2316 L3.011.15.24 TENTATIVE SUBDIVISION JS HD,KLS SITE PLAN - OVERALL DRAFTDRAFT0'SCALE 1" = 60' - 0"30'60'120'NMAP and TAX LOTOREGONJOHN C SCHMIDTACCPACNDSAERE IH T RLGR E ESTIT DE87310/18/2015LAND USEREVIEWNOT FORCONSTRUCTIONTHIS DRAWING IS11-15-24LEGENDLIGHTING ALL LIGHTING WILL MEET THE STANDARDS IN SDC 4.5.110 OUTDOOR LIGHTING STANDARDS TO INCLUDE BUT NOTLIMITED TO:SHIELDING:ALL OUTDOOR LIGHTING FIXTURES SUBJECT TO THIS SECTION MUST BE DESIGNED AS A FULL CUT-OFFFIXTURE OR HAVE A SHIELDING METHOD TO DIRECT LIGHT EMISSIONS DOWN ONTO THE SITE AND NOTSHINE DIRECT ILLUMINATION OR GLARE ONTO ADJACENT PROPERTIES.ROADWAY AND SIGNAGE LIGHTING:ALL LIGHTING FOR ROADWAYS, ROADWAY SIGNS, INTERSECTIONS, AND PEDESTRIAN WAYS MUST BEDESIGNED OR HAVE AN OPAQUE SHIELDING METHOD TO DIRECT LIGHT EMISSIONS DOWNWARD ANDBELOW THE HORIZONTAL PLANE OF THE FIXTURE IN THE PERMANENTLY INSTALLED POSITION.NOTESTRANSIT FACILITIESEXISTING AND PROPOSED TRANSIT FACILITIESEXISTING: EmX - RIVERBEND STATION1.THIS SHEET SHOWS EXISTING CONDITIONS, AND CONCEPTUAL SITE IMPROVEMENTS.2.BASE INFORMATION SOURCED FROM SPRINGFIELD GIS AND NOAA - DATA ACCESS VIEWER.3.PLAN TO MEET MIDDLE HOUSING CODE.MAP #: 17-03-22-13TAX LOT: 20801ZONING: R-1APPROXIMATE TOTAL SIZE: 2.34 AC (101,930 SQ. FT.)MAP #: 17-03-22-12TAX LOT: 02100ZONING: R-1APROXIMATE TOTAL SIZE: 0.24 AC (10,454 SQ. FT.)UNIT INFORMATION1.4 DUPLEX UNITS ON 4 LOTS2.24 TRIPLEX UNITS ON 24 LOTS3.28 TOTAL UNITS4.DUPLEX LOT SIZES4.1.1,625 SF5.DUPLEX AVERAGE LOT SIZE 1,625 SF6.TRIPLEX LOT SIZES6.1.1,102 SF6.2.855 SF6.3.1,112 SF6.4.1,226 SF6.5.1,083 SF6.6.1,625 SF7.TRIPLEX AVERAGE LOT SIZE TRIPLEX 1,135 SFPROPOSED ASPHALT PAVINGPROPOSED CONCRETEPROPOSED PERMIABLE PAVERSPROPOSED SOAKAGE AREAPROPOSED STORMWATER AREAEXISTING POWER POLEPROPOSED WATER LINE ADJOINING TAX LOTSEXISTING OVERHEAD POWERLINESSUBJECT PROPERTY LINE/ LOTSEXISTING STRUCTURES SURVEYWL(E)OHWPROPOSED STORM DRAIN LINE SDPROPOSED SANITARY SEWER LINE SSEXISTING FENCEPUBLIC SEWER EASEMENTSUB EASEMENTPRIVATE SEWER EASEMENTPEDESTRIAN ACCESS ANDMAINTENANCE EASEMENTL3.0, 11/14/2024 11:23:37 AM, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 SSSSWLWL WWSDSDSDSDSDSDSDSDSS SS SSWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWL WLWLSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSCCCCWL SDSDSDSDSDSSWLWLCC CLot A65315.53 S.F.Lot : 281297.53 S.F.Lot : 271005.00 S.F.Lot : 261360.82 S.F.Lot : 294890.50 S.F.Lot : 251963.82 S.F.Lot : 242060.25 S.F.Lot : 231591.25 S.F.Lot : 221005.00 S.F.Lot : 211440.50 S.F.Lot : 201440.50 S.F.33.50068.02792.374 39.00030.00040.62158.62161.50047.50030.00043.00043.00026.00040.81632.371 32.00049.35936.607 27.64518.053241.79271.78132.000L=39.033,R=379.88243.00033.500 33.50043.00030.00047.50033.500 33.50061.50058.62133.500 33.50040.62130.00092.374 33.500 33.500 33.500 33.500SDSDSDSDSDSDSD SDSDSDSDSDSS SS SSSS W W WWWLWLWLWLWLWLWLWLWLWLWL WLWLWLWLWLWLWLWLWLWLWLWLWLWLSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSCCCC SDSDSDSDSDSDC C Lot : 91540.97 S.F.Lot : 81273.00 S.F.Lot : 102010.03 S.F.Lot : 112010.00 S.F.Lot : 121541.00 S.F.Lot : 131005.00 S.F.Lot : 141541.00 S.F.Lot : 151541.00 S.F.Lot : 161005.00 S.F.Lot : 171541.00 S.F.Lot : 201440.50 S.F.Lot : 191005.00 S.F.Lot : 181541.00 S.F.33.500 33.500 1720.35046.00030.00046.00030.00046.00046.00030.00046.00060.00060.00145.99938.000Lot A65315.53 S.F.44.00035.00035.00026.00038.00045.99933.500 33.50060.00160.00033.500 33.50046.00030.00046.00033.50033.50046.00030.00046.00033.50033.50046.00030.00033.500 33.500 33.500 33.50033.50033.500 WWSDSDSDSDSS SSSSWWWLWLWLWLWLWLWLWLWLWLWLWL WLWLWLWLWLWLWLSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSCCC SDSDSDC CLot : 71540.97 S.F.Lot : 61540.97 S.F.Lot : 51005.00 S.F.Lot : 41541.00 S.F.Lot : 32010.00 S.F.Lot : 21005.00 S.F.Lot : 12010.00 S.F.37.59296.90335.00044.00045.99945.99930.00046.00060.00030.00060.00060.00030.00060.00033.500 33.50033.50046.00030.00045.99933.50033.50045.99933.500 33.500 33.50033.50033.500 LAND USEREVIEWNOT FORCONSTRUCTIONTHIS DRAWING IS11-15-24THE SATRE GROUP 375 West 4th, Suite 201, Eugene OR 97401 Phone: 541.686.4540 Fax: 541.686.4577 www.satregroup.com DescriptionPhase Drawn By Checked Date Project Number THE SATRE GROUP, LAND USE PLANNERS, LANDSCAPE ARCHITECTS AND ENVIRONMENTAL SPECIALISTS, EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF THE SATRE GROUP. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD THE SATRE GROUP HARMLESS.RevisionsDate#© 2024, THE SATRE GROUP GANSEN GAME FARM 3333 Pheasant Blvd - 17-03-22-13-02100, Game Farm Road - 17-03-22-13-20801 SPRINGFIELD, OR 2316 L3.111.15.24 TENTATIVE SUBDIVISION JS HD,AM SITE PLAN MATCHLINE SEE BELOW MATCHLINE SEE ABOVE MATCHLINE SEE BELOW MATCHLINE SEE ABOVE 0'SCALE 1" = 30' - 0"15'30'60'OREGONJOHN C SCHMIDTACCPACNDSAERE IH T RLGR E ESTIT DE87310/18/2015DRAFT17-03-22-13-20400R-117-03-22-13-20300R-117-03-22-13-20200R-117-03-22-13-20100R-117-03-22-13-18400R-117-03-22-13-18300R-117-03-22-13-18200R-117-03-22-13-18100R-117-03-22-13-20500R-117-03-22-13-00600R-117-03-22-13-00700R-117-03-22-13-00800R-117-03-22-13-00900R-117-03-22-13-01000R-117-03-22-13-01100R-117-03-22-13-01200R-117-03-22-13-01300R-117-03-22-13-01400R-117-03-22-13-01500R-117-03-22-13-01600R-117-03-22-12-02200R-117-03-22-12-02300R-117-03-22-12-02400R-117-03-22-12-02500R-117-03-22-12-05400R-117-03-22-12-05300R-117-03-22-12-05200R-117-03-22-12-05100R-117-03-22-13-20700R-117-03-22-13-20600R-117-03-22-13-00100R-117-03-22-13-00200R-117-03-22-13-00300R-117-03-22-13-00400R-117-03-22-13-00500R-117-03-22-13-18000R-117-03-22-13-17700R-117-03-22-13-17600R-117-03-22-13-02300R-117-03-22-13-02000R-117-03-22-13-01900R-117-03-22-13-01800R-117-03-22-13-01700R-117-03-22-20-07000COMMUNITY COMMERCIAL17-03-22-13-18100R-1Pheasant BlvdN3333 PHEASANT BLVDSPRINGFIELD, OR9747717-03-22-00-03403MIXED USE COMMERCIALPHEASANT BLVD.GAME FARM ROADMA L L A R D A V E MAP and TAX LOTLEGENDLIGHTING ALL LIGHTING WILL MEET THE STANDARDS IN SDC 4.5.110 OUTDOOR LIGHTING STANDARDS TO INCLUDE BUT NOTLIMITED TO:SHIELDING:ALL OUTDOOR LIGHTING FIXTURES SUBJECT TO THIS SECTION MUST BE DESIGNED AS A FULL CUT-OFFFIXTURE OR HAVE A SHIELDING METHOD TO DIRECT LIGHT EMISSIONS DOWN ONTO THE SITE AND NOTSHINE DIRECT ILLUMINATION OR GLARE ONTO ADJACENT PROPERTIES.ROADWAY AND SIGNAGE LIGHTING:ALL LIGHTING FOR ROADWAYS, ROADWAY SIGNS, INTERSECTIONS, AND PEDESTRIAN WAYS MUST BEDESIGNED OR HAVE AN OPAQUE SHIELDING METHOD TO DIRECT LIGHT EMISSIONS DOWNWARD ANDBELOW THE HORIZONTAL PLANE OF THE FIXTURE IN THE PERMANENTLY INSTALLED POSITION.NOTESTRANSIT FACILITIESEXISTING AND PROPOSED TRANSIT FACILITIESEXISTING: EmX - RIVERBEND STATIONMAP #: 17-03-22-13TAX LOT: 20801ZONING: R-1APPROXIMATE TOTAL SIZE: 2.34 AC (101,930 SQ. FT.)MAP #: 17-03-22-12TAX LOT: 02100ZONING: R-1APROXIMATE TOTAL SIZE: 0.24 AC (10,454 SQ. FT.)EXISTING POWER POLEPROPOSED WATER LINE ADJOINING TAX LOTSEXISTING OVERHEAD POWERLINESSUBJECT PROPERTY LINE/ LOTSEXISTING STRUCTURES SURVEYWL(E)OHWPROPOSED STORM DRAIN LINE SDPROPOSED SANITARY SEWER LINE SS1.THIS SHEET SHOWS EXISTING CONDITIONS, AND CONCEPTUAL SITE IMPROVEMENTS.2.BASE INFORMATION SOURCED FROM SPRINGFIELD GIS AND NOAA - DATA ACCESS VIEWER.3.PLAN TO MEET MIDDLE HOUSING CODE.UNIT INFORMATION1.4 DUPLEX UNITS ON 4 LOTS2.24 TRIPLEX UNITS ON 24 LOTS3.28 TOTAL UNITS4.DUPLEX LOT SIZES4.1.1,625 SF5.DUPLEX AVERAGE LOT SIZE 1,625 SF6.TRIPLEX LOT SIZES6.1.1,102 SF6.2.855 SF6.3.1,112 SF6.4.1,226 SF6.5.1,083 SF6.6.1,625 SF7.TRIPLEX AVERAGE LOT SIZE TRIPLEX 1,135 SFPROPOSED ASPHALT PAVINGPROPOSED CONCRETEPROPOSED PERMIABLE PAVERSPROPOSED SOAKAGE AREAPROPOSED STORMWATER AREAEXISTING FENCEL3.1, 11/13/2024 6:59:15 PM, ARCH full bleed D (24.00 x 36.00 Inches), 1:1 SANDOW ENGINEERING GANSEN GAME FARM APPENDIX B:TRAFFIC VOLUMES 1 City: Date:Total of All Vehicles Right Thru Left Approach Total Right Thru Left Approach Total Right Thru Left Approach Total Right Thru Left Approach Total SB WB NB EB 7:00 7:15 3 4 0 7 0 0 0 0 0 4 1 5 1 0 0 1 13 0 1 0 0 7:15 7:30 3 16 0 19 0 0 0 0 0 5 1 6 12 0 6 18 43 0 2 0 0 7:30 7:45 1 13 0 14 0 0 0 0 0 8 2 10 8 0 4 12 36 1 0 1 1 7:45 8:00 2 16 0 18 0 0 0 0 0 7 5 12 8 0 4 12 42 134 0 2 1 1 8:00 8:15 4 16 0 20 0 0 0 0 0 10 6 16 7 0 5 12 48 169 0 2 0 0 8:15 8:30 2 11 0 13 0 0 0 0 0 4 3 7 7 0 10 17 37 163 0 0 0 6 8:30 8:45 1 15 0 16 0 0 0 0 0 7 2 9 4 0 2 6 31 158 0 0 0 2 8:45 9:00 6 15 0 21 0 0 0 0 0 6 1 7 2 0 3 5 33 149 0 0 0 0 9:00 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 101 0 0 0 0 9:15 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0 9:30 9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33 0 0 0 0 9:45 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 106 0 0 0 0 0 51 21 49 0 34 283 1 7 2 10 Right Thru Left Approach Right Thru Left Approach Right Thru Left Approach Right Thru Left Approach SB WB NB EB 10 61 0 71 0 0 0 0 0 30 14 44 35 0 19 54 169 1 6 2 2 0.63 0.95 0.00 0.89 0.00 0.00 0.00 0.00 0.00 0.75 0.58 0.69 0.73 0.00 0.79 0.75 0.88 0 1 0 0 0 0 0 0 0 0 0 0 0%2%0%0%0%0%0%0%0%0%0%0% Count Period Total % Trucks Trucks PM Peak Hour Count Summary Southbound Westbound Northbound Eastbound Pedestrians Peak Volumes PHF Hourly Volume Pedestrians15 Minute Volume Intersection: 1: Game Farm @ Mallard Springfield Counter: Sandow Engieering Wednesday, October 2, 2024 Time Period Southbound Westbound Northbound Eastbound 14.08%85.92%0.00%% R T L PED1106101 %Ped 2 0 R #DIV/0! 35.19%L 19 0 T #DIV/0! 0.00%T 0 0 L #DIV/0! 64.81%R 35 6 Ped %2 14 30 0 Ped L T R Adjustment Factor %31.8%68.2%0.0% SAF 1.000 169140 Northbound 96 44 0 54 0 0 120 71 49 Seasonally Adjusted Peak Hour Southbound 24 Eastbound1: Game Farm @ Mallard Westbound78 1: Game Farm @ Mallard Pedestrians and Cars Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left 7:00 AM 3 4 1 4 1 1 13 7:15 AM 3 15 2 5 1 12 6 42 7:30 AM 1 13 8 2 1 8 4 36 7:45 AM 2 16 1 7 5 1 8 4 42 133 8:00 AM 4 16 1 10 6 7 5 48 168 8:15 AM 2 10 4 3 4 7 10 36 162 8:30 AM 1 15 7 2 2 4 2 31 157 8:45 AM 6 15 6 1 2 3 33 148 9:00 AM 0 100 9:15 AM 0 64 9:30 AM 0 33 9:45 AM 0 0 Total 0 22 104 0 5 0 0 0 0 0 51 21 8 49 0 34 Peak Hour 0 10 60 0 0 4 0 0 0 0 0 0 30 14 0 2 35 0 19 0 168 463 Trucks Right Thru Left Right Thru Left Right Thru Left Right Thru Left 7:00 AM 0 7:15 AM 1 1 7:30 AM 0 7:45 AM 0 1 8:00 AM 0 1 8:15 AM 1 1 1 8:30 AM 0 1 8:45 AM 0 1 9:00 AM 0 1 9:15 AM 0 0 9:30 AM 0 0 9:45 AM 0 0 Total 0 2 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4 Bikes Right Thru Left Right Thru Left Right Thru Left Right Thru Left 7:00 AM 0 0 0 0 7:15 AM 0 0 0 0 7:30 AM 1 1 1 0 1 0 7:45 AM 1 1 0 1 1 08:00 AM 1 0 1 0 0 8:15 AM 2 0 0 0 2 8:30 AM 0 0 0 0 8:45 AM 0 0 0 0 9:00 AM 0 0 0 0 9:15 AM 0 0 0 0 9:30 AM 0 0 0 0 9:45 AM 0 0 0 0 Total 0 1 0 1 1 0 1 0 1 0 2 0 Peak Hour 0 1 0 0 1 1 0 0 1 0 1 0 0 0 0 1 2 2 0 Left Right Total Left Right Total Left Right Total Left Right Total 7:00 AM 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 9:30 AM 0 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EB Hourly Volume Time Period Southbound Westbound Northbound Eastbound SB WB NB Time Period Southbound Westbound Northbound Eastbound 15 Minute Volume Time Period Southbound Westbound Northbound Eastbound 15 Minute Volume Hourly Volume Pedestrians Time Period NE NW SW SE SB WB NB EB City: Date:Total of All Vehicles Right Thru Left Approach Total Right Thru Left Approach Total Right Thru Left Approach Total Right Thru Left Approach Total SB WB NB EB 7:00 7:15 1 1 0 2 2 2 0 4 0 0 1 1 1 2 0 3 10 0 0 0 0 7:15 7:30 0 2 5 7 2 1 0 3 0 0 1 1 4 14 0 18 29 0 0 1 0 7:30 7:45 0 3 2 5 1 1 0 2 0 0 0 0 5 8 0 13 20 0 1 0 0 7:45 8:00 0 2 5 7 1 3 0 4 2 0 1 3 4 5 0 9 23 82 0 2 0 0 8:00 8:15 0 5 2 7 3 6 0 9 1 3 1 5 5 11 0 16 37 109 0 3 0 1 8:15 8:30 0 1 6 7 0 3 0 3 1 1 2 4 2 9 0 11 25 105 0 0 1 3 8:30 8:45 0 1 0 1 1 2 0 3 0 0 4 4 3 5 0 8 16 101 0 2 0 0 8:45 9:00 0 1 1 2 1 5 0 6 1 1 1 3 0 3 0 3 14 92 0 0 0 0 9:00 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 55 0 0 0 0 9:15 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 9:30 9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 0 0 0 0 9:45 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 16 21 11 23 0 5 5 11 24 57 0 174 0 8 2 4 Right Thru Left Approach Right Thru Left Approach Right Thru Left Approach Right Thru Left Approach SB WB NB EB 0 12 14 26 7 11 0 18 3 3 3 9 18 38 0 56 109 0 6 1 1 0.00 0.60 0.70 0.93 0.58 0.46 0.00 0.50 0.38 0.25 0.75 0.45 0.90 0.68 0.00 0.78 0.74 0 0 0 0 0 0 0 0 0 1 0 0 0%0%0%0%0%0%0%0%0%6%0%0% Trucks % Trucks Peak Volumes PHF Count Period Total PM Peak Hour Count Summary Southbound Westbound Northbound Eastbound Pedestrians Hourly Volume Pedestrians15 Minute Volume Intersection: 2: Pheasant @ Mallard Springfield Counter: Sandow Engieering Wednesday, October 2, 2024 Time Period Southbound Westbound Northbound Eastbound 0.00%46.15%53.85%% R T L PED2012140 %Ped 1 7 R 38.89% 0.00%L 0 11 T 61.11% 67.86%T 38 0 L 0.00% 32.14%R 18 6 Ped %1 3 3 3 Ped L T R Adjustment Factor %33.3%33.3%33.3% SAF 1.000 109 30 9 70 73 39 Northbound 56 55 10 Seasonally Adjusted Peak Hour Southbound 14 Eastbound2: Pheasant @ Mallard Westbound18 36 26 2: Pheasant @ Mallard Pedestrians and Cars Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left 7:00 AM 1 1 2 2 1 1 2 10 7:15 AM 2 5 2 1 1 1 3 14 28 7:30 AM 3 2 1 1 5 8 20 7:45 AM 2 5 1 1 3 2 1 4 5 23 81 8:00 AM 5 2 3 3 6 1 3 1 1 5 11 37 108 8:15 AM 1 6 3 1 1 2 2 2 9 25 105 8:30 AM 1 1 1 2 4 3 5 16 101 8:45 AM 1 1 1 5 1 1 1 3 14 92 9:00 AM 0 55 9:15 AM 0 30 9:30 AM 0 14 9:45 AM 0 0 Total 0 1 16 21 5 11 23 0 1 5 5 11 3 23 57 0 Peak Hour 0 0 12 14 0 4 7 11 0 0 1 3 3 3 0 1 17 38 0 0 108 294 Trucks Right Thru Left Right Thru Left Right Thru Left Right Thru Left 7:00 AM 0 7:15 AM 1 1 7:30 AM 0 7:45 AM 0 1 8:00 AM 0 1 8:15 AM 0 0 8:30 AM 0 0 8:45 AM 0 0 9:00 AM 0 0 9:15 AM 0 0 9:30 AM 0 0 9:45 AM 0 0 Total 0 0 0 0 0 0 0 0 0 1 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2 Bikes Right Thru Left Right Thru Left Right Thru Left Right Thru Left 7:00 AM 0 0 0 0 7:15 AM 0 0 0 0 7:30 AM 1 0 1 0 0 7:45 AM 1 0 1 0 0 8:00 AM 0 0 0 0 8:15 AM 1 1 0 0 1 1 8:30 AM 1 0 1 0 0 8:45 AM 0 0 0 0 9:00 AM 0 0 0 0 9:15 AM 0 0 0 0 9:30 AM 0 0 0 0 9:45 AM 0 0 0 0 Total 0 0 0 0 0 3 1 0 0 0 1 0 Peak Hour 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 Left Right Total Left Right Total Left Right Total Left Right Total 7:00 AM 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 9:30 AM 0 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians Time Period NE NW SW SE SB WB NB EB WB NB EBTime Period Southbound Westbound Northbound Eastbound SB Eastbound 15 Minute Volume Hourly Volume Time Period Southbound Westbound Northbound Eastbound 15 Minute Volume Hourly Volume Northbound Time Period Southbound Westbound City: Date:Total of All Vehicles Right Thru Left Approach Total Right Thru Left Approach Total Right Thru Left Approach Total Right Thru Left Approach Total SB WB NB EB 7:00 7:15 0 0 2 2 0 0 0 0 0 0 0 0 0 0 2 2 4 0 0 0 0 7:15 7:30 1 0 2 3 1 0 0 1 0 0 0 0 0 0 2 2 6 1 0 1 0 7:30 7:45 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 7:45 8:00 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 2 14 0 0 0 0 8:00 8:15 1 0 0 1 1 2 0 3 0 0 0 0 0 0 0 0 4 14 0 0 1 0 8:15 8:30 1 0 2 3 1 0 0 1 0 0 0 0 0 0 2 2 6 14 2 0 0 0 8:30 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 1 1 2 0 8:45 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 1 0 1 0 9:00 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 9:15 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 8 3 2 0 0 0 0 0 0 8 24 5 1 5 0 Right Thru Left Approach Right Thru Left Approach Right Thru Left Approach Right Thru Left Approach SB WB NB EB 2 0 4 6 2 2 0 4 0 0 0 0 0 0 4 4 14 1 0 2 0 0.50 0.00 0.50 0.50 0.50 0.25 0.00 0.33 0.00 0.00 0.00 0.00 0.00 0.00 0.50 0.50 0.58 0 0 0 0 0 0 0 0 0 0 0 0 0%0%0%0%0%0%0%0%0%0%0%0% Trucks % Trucks Peak Volumes PHF Count Period Total PM Peak Hour Count Summary Southbound Westbound Northbound Eastbound Pedestrians Hourly Volume Pedestrians15 Minute Volume Intersection: 3: pheasant @ Oriole Springfield Counter: Sandow Engieering Wednesday, October 2, 2024 Time Period Southbound Westbound Northbound Eastbound 33.33%0.00%66.67%% R T L PED32041 %Ped 0 2 R 50.00% 100.00%L 4 2 T 50.00% 0.00%T 0 0 L 0.00% 0.00%R 0 0 Ped %2 0 0 0 Ped L T R Adjustment Factor %#DIV/0!#DIV/0!#DIV/0! SAF 1.000 14 0 0 8 8 0 Northbound 4 4 6 Seasonally Adjusted Peak Hour Southbound 4 Eastbound3: pheasant @ Oriole Westbound4 12 6 3: pheasant @ Oriole Pedestrians and Cars Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left 7:00 AM 2 2 4 7:15 AM 1 1 2 1 1 2 6 7:30 AM 1 1 2 7:45 AM 1 1 2 14 8:00 AM 1 1 2 1 4 14 8:15 AM 2 1 2 1 2 6 14 8:30 AM 2 0 12 8:45 AM 1 1 0 10 9:00 AM 0 6 9:15 AM 0 0 9:30 AM 0 0 9:45 AM 0 0 Total 4 3 0 8 0 3 2 0 5 0 0 0 0 0 0 8 Peak Hour 1 2 0 4 0 0 2 2 0 0 2 0 0 0 0 0 0 0 4 0 14 42 Trucks Right Thru Left Right Thru Left Right Thru Left Right Thru Left 7:00 AM 0 7:15 AM 0 7:30 AM 0 7:45 AM 0 0 8:00 AM 0 0 8:15 AM 0 0 8:30 AM 0 0 8:45 AM 0 0 9:00 AM 0 0 9:15 AM 0 0 9:30 AM 0 0 9:45 AM 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bikes Right Thru Left Right Thru Left Right Thru Left Right Thru Left 7:00 AM 0 0 0 0 7:15 AM 0 0 0 0 7:30 AM 0 0 0 0 7:45 AM 0 0 0 0 8:00 AM 0 0 0 0 8:15 AM 0 0 0 0 8:30 AM 1 1 1 1 0 0 8:45 AM 0 0 0 0 9:00 AM 0 0 0 0 9:15 AM 0 0 0 0 9:30 AM 0 0 0 0 9:45 AM 0 0 0 0 Total 0 0 1 1 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Left Right Total Left Right Total Left Right Total Left Right Total 7:00 AM 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 9:15 AM 0 0 0 0 0 0 0 0 9:30 AM 0 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WB NB EB WB NB EB Pedestrians Time Period NE NW SW SE SB Time Period Southbound Westbound Northbound Eastbound SB Eastbound 15 Minute Volume Hourly Volume Time Period Southbound Westbound Northbound Eastbound 15 Minute Volume Hourly Volume Northbound Time Period Southbound Westbound Global Peak Hour 1: Game Farm @ Mallard 2: Pheasant @ Mallard 3: pheasant @ Oriole 7:00 AM 8:00 AM 134 82 14 230 7:15 AM 8:15 AM 169 109 14 292 7:30 AM 8:30 AM 163 105 14 282 7:45 AM 8:45 AM 158 101 12 271 8:00 AM 9:00 AM 149 92 10 251 169 109 14 292 Peak Hour 7:15 AM 7:30 AM 7:45 AM 8:00 AM Intersections Total Time Period Volume Volume Volume 2024 0 0 0 0 R T L PED R T L PED 1 0 0 0 0 1 0 0 0 0 Ped 1 0 R 2 Ped 0 0 R 0 0 L 0 0 T 2 L 0 0 T T 0 2 L 4 T 0 0 L 0 0 R 0 4 Ped 4 R 4 0 Ped 0 0 0 4 0 2 0 0 Ped L T R Ped L T R 2 4 6 4 2 6 26 10 71 49 R T L PED R T L PED 1 0 12 14 0 1 10 61 0 1 Ped 1 7 R 24 Ped 2 0 R 0 20 L 0 17 T 24 L 19 0 T T 38 0 L 55 T 0 0 L 0 56 R 18 6 Ped 55 R 36 6 Ped 1 3 3 3 2 14 30 0 Ped L T R Ped L T R 30 9 115 97 44 170 2026 Background 0 0 0 0 R T L PED R T L PED 1 0 0 0 0 1 0 0 0 0 Ped 1 0 R 2 Ped 0 0 R 0 0 L 0 0 T 2.08 L 0 0 T T 0 2 L 4 T 0 0 L 0 0 R 0 4 Ped 4.16 R 4 0 Ped 0 0 0 4 0 2 0 0 Ped L T R Ped L T R 2 4 6 4 2 62710 74 51EDIT Highlighted R T L PED R T L PED 1 0 12 15 0 1 10 63 0 1 Base Year ###Ped 1 7 R 25 Ped 2 0 R 0Target Year ###20.8 L 0 18 T 25 L 20 0 T Years of Growth 2 T 40 0 L 57 T 0 0 L 0Growth Rate Per Yea 0.020 58.2 R 19 6 Ped 57.2 R 37 6 PedGrowth Factor 1.04 1 3 3 3 2 15 31 0 Ped L T R Ped L T R 31 9 120 101 46 177 2031 Background 0 0 0 0 R T L PED R T L PED 1 0 0 0 0 1 0 0 0 0 Ped 1 0 R 2 Ped 0 0 R 0 0 L 0 0 T 2.28 L 0 0 T T 0 2 L 5 T 0 0 L 0 0 R 0 5 Ped 4.56 R 5 0 Ped 0 0 0 5 0 2 0 0 Ped L T R Ped L T R 2 5 7 5 2 7 30 11 81 56RTLPEDRTL PEDEDIT Highlighted 1 0 14 16 0 1 11 70 0 1 Ped 1 8 R 27 Ped 2 0 R 0Base Year ###22.8 L 0 19 T 27.4 L 22 0 TTarget Year ###T 43 0 L 63 T 0 0 L 0Years of Growth 7 63.8 R 21 7 Ped 62.7 R 41 7 PedGrowth Rate Per Yea 0.020 1 3 3 3 2 16 34 0Growth Factor 1.14 Ped L T R Ped L T R 34 10 131 111 50 194 1: Game Farm @ Mallard Oriole @ Site Access 3: pheasant @ Oriole 2: Pheasant @ Mallard Oriole @ Site Access 2: Pheasant @ Mallard Pheasent Blvd @ Site Access 1: Game Farm @ Mallard 3: pheasant @ Oriole 2: Pheasant @ Mallard Oriole @ Site Access 1: Game Farm @ Mallard 1 City: Date:Total of All Vehicles Right Thru Left Approach Total Right Thru Left Approach Total Right Thru Left Approach Total Right Thru Left Approach Total SB WB NB EB 16:00 16:15 4 15 0 19 0 0 0 0 0 15 6 21 4 0 3 7 47 0 1 1 1 16:15 16:30 5 18 0 23 0 0 0 0 0 10 8 18 3 0 3 6 47 0 2 0 0 16:30 16:45 4 22 0 26 0 0 0 0 0 15 5 20 3 0 3 6 52 0 0 1 2 16:45 17:00 5 11 0 16 0 0 0 0 0 12 4 16 5 0 2 7 39 185 0 3 0 4 17:00 17:15 10 18 0 28 0 0 0 0 0 11 7 18 7 0 5 12 58 196 0 1 0 3 17:15 17:30 2 24 0 26 0 0 0 0 0 7 4 11 5 0 6 11 48 197 2 3 1 0 17:30 17:45 7 12 0 19 0 0 0 0 0 7 7 14 7 0 2 9 42 187 0 2 0 2 17:45 18:00 12 13 0 25 0 0 0 0 0 13 5 18 7 0 3 10 53 201 1 0 0 0 18:00 18:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 143 0 0 0 0 18:15 18:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 95 0 0 0 0 18:30 18:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 53 0 0 0 0 18:45 19:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 49 133 0 0 0 0 0 90 46 41 0 27 386 3 12 3 12 Right Thru Left Approach Right Thru Left Approach Right Thru Left Approach Right Thru Left Approach SB WB NB EB 31 67 0 98 0 0 0 0 0 38 23 61 26 0 16 42 201 3 6 1 5 0.78 0.70 0.00 0.88 0.00 0.00 0.00 0.00 0.00 0.63 0.82 0.76 0.93 0.00 0.67 0.88 0.87 0 1 0 0 0 0 0 1 0 2 0 0 0%1%0%0%0%0%0%3%0%8%0%0% Count Period Total % Trucks Trucks PM Peak Hour Count Summary Southbound Westbound Northbound Eastbound Pedestrians Peak Volumes PHF Hourly Volume Pedestrians15 Minute Volume Intersection: 1: Game Farm @ Mallard Springfield Counter: Sandow Engieering Wednesday, October 2, 2024 Time Period Southbound Westbound Northbound Eastbound 31.63%68.37%0.00%% R T L PED1316703 %Ped 5 0 R #DIV/0! 38.10%L 16 0 T #DIV/0! 0.00%T 0 0 L #DIV/0! 61.90%R 26 6 Ped %1 23 38 0 Ped L T R Adjustment Factor %37.7%62.3%0.0% SAF 1.000 201154 Northbound 93 61 0 42 0 0 152 98 54 Seasonally Adjusted Peak Hour Southbound 54 Eastbound1: Game Farm @ Mallard Westbound96 1: Game Farm @ Mallard Pedestrians and Cars Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left 4:00 PM 4 15 1 15 5 4 3 46 4:15 PM 5 18 1 10 8 3 3 47 4:30 PM 4 22 1 15 5 2 3 3 52 4:45 PM 4 11 2 12 4 2 5 2 38 183 5:00 PM 10 18 11 7 3 7 5 58 195 5:15 PM 2 24 1 7 4 4 6 47 195 5:30 PM 7 12 1 7 7 2 6 2 41 184 5:45 PM 12 12 12 5 7 3 51 197 6:00 PM 0 139 6:15 PM 0 92 6:30 PM 0 51 6:45 PM 0 0 Total 0 48 132 0 5 0 0 0 2 0 89 45 9 39 0 27 Peak Hour 0 31 66 0 0 2 0 0 0 0 0 0 37 23 0 5 24 0 16 0 197 573 Trucks Right Thru Left Right Thru Left Right Thru Left Right Thru Left 4:00 PM 1 1 4:15 PM 0 4:30 PM 0 4:45 PM 1 1 2 5:00 PM 0 1 5:15 PM 1 1 2 5:30 PM 1 1 3 5:45 PM 1 1 2 4 6:00 PM 0 4 6:15 PM 0 3 6:30 PM 0 2 6:45 PM 0 0 Total 1 1 0 0 0 0 0 1 1 2 0 0 Peak Hour 0 1 0 0 0 0 0 0 0 1 0 0 2 0 0 0 4 8 Bikes Right Thru Left Right Thru Left Right Thru Left Right Thru Left 4:00 PM 1 1 0 1 0 1 4:15 PM 1 0 1 0 0 4:30 PM 0 0 0 0 4:45 PM 1 2 0 1 0 25:00 PM 1 0 1 0 0 5:15 PM 1 1 1 1 1 2 2 1 0 5:30 PM 1 0 1 0 0 5:45 PM 1 1 0 0 0 6:00 PM 0 0 0 0 6:15 PM 0 0 0 0 6:30 PM 0 0 0 0 6:45 PM 0 0 0 0 Total 1 2 0 0 4 3 0 1 0 0 3 0 Peak Hour 1 2 0 0 0 2 2 0 0 1 0 0 0 0 0 3 4 1 0 Left Right Total Left Right Total Left Right Total Left Right Total 4:00 PM 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 6:00 PM 0 0 0 0 0 0 0 0 6:15 PM 0 0 0 0 0 0 0 0 6:30 PM 0 0 0 0 0 0 0 0 6:45 PM 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EB Hourly Volume Time Period Southbound Westbound Northbound Eastbound SB WB NB Time Period Southbound Westbound Northbound Eastbound 15 Minute Volume Time Period Southbound Westbound Northbound Eastbound 15 Minute Volume Hourly Volume Pedestrians Time Period NE NW SW SE SB WB NB EB City: Date:Total of All Vehicles Right Thru Left Approach Total Right Thru Left Approach Total Right Thru Left Approach Total Right Thru Left Approach Total SB WB NB EB 16:00 16:15 0 0 0 0 3 7 1 11 1 2 2 5 0 6 0 6 22 2 1 0 1 16:15 16:30 0 2 1 3 7 7 0 14 0 2 2 4 1 3 0 4 25 0 1 1 0 16:30 16:45 0 2 1 3 2 2 1 5 3 1 1 5 1 2 0 3 16 0 0 0 1 16:45 17:00 0 1 3 4 4 7 0 11 0 1 5 6 3 4 0 7 28 91 0 1 0 2 17:00 17:15 0 1 6 7 8 9 2 19 2 1 1 4 3 4 0 7 37 106 1 1 1 0 17:15 17:30 1 2 3 6 1 4 1 6 0 1 1 2 1 7 0 8 22 103 0 3 0 0 17:30 17:45 0 1 7 8 5 6 0 11 1 6 5 12 0 2 0 2 33 120 0 2 1 1 17:45 18:00 0 0 1 1 8 9 0 17 2 1 0 3 4 6 0 10 31 123 0 0 3 0 18:00 18:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 86 0 0 0 0 18:15 18:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0 18:30 18:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 31 0 0 0 0 18:45 19:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9 22 38 51 5 9 15 17 13 34 0 214 3 9 6 5 Right Thru Left Approach Right Thru Left Approach Right Thru Left Approach Right Thru Left Approach SB WB NB EB 1 4 17 22 22 28 3 53 5 9 7 21 8 19 0 27 123 1 6 5 1 0.25 0.50 0.61 0.69 0.69 0.78 0.38 0.70 0.63 0.38 0.35 0.44 0.50 0.68 0.00 0.68 0.83 0 0 2 0 0 0 0 0 0 0 0 0 0%0%12%0%0%0%0%0%0%0%0%0% Trucks % Trucks Peak Volumes PHF Count Period Total PM Peak Hour Count Summary Southbound Westbound Northbound Eastbound Pedestrians Hourly Volume Pedestrians15 Minute Volume Intersection: 2: Pheasant @ Mallard Springfield Counter: Sandow Engieering Wednesday, October 2, 2024 Time Period Southbound Westbound Northbound Eastbound 4.55%18.18%77.27%% R T L PED214171 %Ped 1 22 R 41.51% 0.00%L 0 28 T 52.83% 70.37%T 19 3 L 5.66% 29.63%R 8 6 Ped %5 7 9 5 Ped L T R Adjustment Factor %33.3%42.9%23.8% SAF 1.000 123 15 21 63 94 36 Northbound 27 41 31 Seasonally Adjusted Peak Hour Southbound 36 Eastbound2: Pheasant @ Mallard Westbound53 53 22 2: Pheasant @ Mallard Pedestrians and Cars Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left 4:00 PM 2 7 1 1 2 2 6 21 4:15 PM 2 1 7 7 1 2 2 1 3 25 4:30 PM 1 1 2 2 1 3 1 1 1 2 15 4:45 PM 1 3 1 4 6 1 5 1 3 4 27 88 5:00 PM 1 1 6 1 8 9 2 1 2 1 1 3 4 37 104 5:15 PM 1 2 2 1 4 1 1 1 1 7 21 100 5:30 PM 1 6 5 6 1 1 6 5 2 32 117 5:45 PM 1 8 9 2 2 1 4 6 31 121 6:00 PM 0 84 6:15 PM 0 63 6:30 PM 0 31 6:45 PM 0 0 Total 1 1 8 20 2 37 50 5 5 9 15 17 1 13 34 0 Peak Hour 1 1 4 15 0 1 22 28 3 0 4 5 9 7 0 0 8 19 0 0 121 292 Trucks Right Thru Left Right Thru Left Right Thru Left Right Thru Left 4:00 PM 1 1 4:15 PM 0 4:30 PM 1 1 4:45 PM 1 1 3 5:00 PM 0 2 5:15 PM 1 1 3 5:30 PM 1 1 3 5:45 PM 0 2 6:00 PM 0 2 6:15 PM 0 1 6:30 PM 0 0 6:45 PM 0 0 Total 0 1 2 1 1 0 0 0 0 0 0 0 Peak Hour 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 8 Bikes Right Thru Left Right Thru Left Right Thru Left Right Thru Left 4:00 PM 2 1 1 2 1 0 1 4:15 PM 1 0 1 0 0 4:30 PM 1 0 0 0 1 4:45 PM 1 0 0 0 1 5:00 PM 0 0 0 0 5:15 PM 3 0 3 0 0 5:30 PM 1 1 1 0 2 0 1 5:45 PM 1 0 0 1 0 6:00 PM 0 0 0 0 6:15 PM 0 0 0 0 6:30 PM 0 0 0 0 6:45 PM 0 0 0 0 Total 0 2 0 0 4 3 0 0 1 1 2 1 Peak Hour 0 0 0 0 0 4 1 0 0 0 1 0 0 0 1 0 5 1 1 Left Right Total Left Right Total Left Right Total Left Right Total 4:00 PM 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 6:00 PM 0 0 0 0 0 0 0 0 6:15 PM 0 0 0 0 0 0 0 0 6:30 PM 0 0 0 0 0 0 0 0 6:45 PM 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians Time Period NE NW SW SE SB WB NB EB WB NB EBTime Period Southbound Westbound Northbound Eastbound SB Eastbound 15 Minute Volume Hourly Volume Time Period Southbound Westbound Northbound Eastbound 15 Minute Volume Hourly Volume Northbound Time Period Southbound Westbound City: Date:Total of All Vehicles Right Thru Left Approach Total Right Thru Left Approach Total Right Thru Left Approach Total Right Thru Left Approach Total SB WB NB EB 16:00 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 16:30 16:45 1 0 0 1 1 0 0 1 0 0 0 0 0 0 1 1 3 0 0 0 0 16:45 17:00 1 0 1 2 1 0 0 1 0 0 0 0 0 0 3 3 6 9 7 0 9 0 17:00 17:15 4 0 1 5 4 0 0 4 0 0 0 0 0 0 2 2 11 20 0 0 0 0 17:15 17:30 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 2 3 23 3 0 1 1 17:30 17:45 3 0 0 3 1 0 0 1 0 0 0 0 0 0 0 0 4 24 2 0 1 3 17:45 18:00 1 0 1 2 1 0 0 1 0 0 0 0 0 0 1 1 4 22 3 0 2 0 18:00 18:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 0 0 0 0 18:15 18:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 18:30 18:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 18:45 19:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 4 8 0 0 0 0 0 0 0 9 31 16 0 14 4 Right Thru Left Approach Right Thru Left Approach Right Thru Left Approach Right Thru Left Approach SB WB NB EB 8 0 3 11 6 0 0 6 0 0 0 0 0 0 5 5 22 8 0 4 4 0.50 0.00 0.75 0.55 0.38 0.00 0.00 0.38 0.00 0.00 0.00 0.00 0.00 0.00 0.63 0.63 0.50 0 0 0 0 0 0 0 0 0 0 0 1 0%0%0%0%0%0%0%0%0%0%0%20% Trucks % Trucks Peak Volumes PHF Count Period Total PM Peak Hour Count Summary Southbound Westbound Northbound Eastbound Pedestrians Hourly Volume Pedestrians15 Minute Volume Intersection: 3: Pheasant @ Oriole Springfield Counter: Sandow Engieering Wednesday, October 2, 2024 Time Period Southbound Westbound Northbound Eastbound 72.73%0.00%27.27%% R T L PED38038 %Ped 4 6 R 100.00% 100.00%L 5 0 T 0.00% 0.00%T 0 0 L 0.00% 0.00%R 0 0 Ped %4 0 0 0 Ped L T R Adjustment Factor %#DIV/0!#DIV/0!#DIV/0! SAF 1.000 22 0 0 13 9 0 Northbound 5 3 11 Seasonally Adjusted Peak Hour Southbound 8 Eastbound3: Pheasant @ Oriole Westbound6 22 11 3: Pheasant @ Oriole Pedestrians and Cars Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left 4:00 PM 0 4:15 PM 1 0 4:30 PM 1 1 1 3 4:45 PM 7 1 1 1 9 2 5 8 5:00 PM 4 1 4 2 11 19 5:15 PM 1 1 1 1 2 21 5:30 PM 2 3 1 1 4 22 5:45 PM 3 1 1 1 2 1 4 21 6:00 PM 0 10 6:15 PM 0 8 6:30 PM 0 4 6:45 PM 0 0 Total 13 10 0 4 0 8 0 0 14 0 0 0 0 0 0 7 Peak Hour 6 8 0 3 0 0 6 0 0 0 4 0 0 0 0 0 0 0 4 0 21 48 Trucks Right Thru Left Right Thru Left Right Thru Left Right Thru Left 4:00 PM 0 4:15 PM 0 4:30 PM 0 4:45 PM 1 1 1 5:00 PM 0 1 5:15 PM 1 1 2 5:30 PM 0 2 5:45 PM 0 1 6:00 PM 0 1 6:15 PM 0 0 6:30 PM 0 0 6:45 PM 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 2 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 4 Bikes Right Thru Left Right Thru Left Right Thru Left Right Thru Left 4:00 PM 0 0 0 0 4:15 PM 1 1 0 0 0 4:30 PM 0 0 0 0 4:45 PM 0 0 0 0 5:00 PM 0 0 0 0 5:15 PM 2 1 2 0 0 1 5:30 PM 3 0 0 0 3 5:45 PM 0 0 0 0 6:00 PM 0 0 0 0 6:15 PM 0 0 0 0 6:30 PM 0 0 0 0 6:45 PM 0 0 0 0 Total 3 0 0 0 0 0 0 0 0 0 0 4 Peak Hour 2 0 0 0 0 0 0 0 0 0 0 0 0 0 4 2 0 0 4 Left Right Total Left Right Total Left Right Total Left Right Total 4:00 PM 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 6:00 PM 0 0 0 0 0 0 0 0 6:15 PM 0 0 0 0 0 0 0 0 6:30 PM 0 0 0 0 0 0 0 0 6:45 PM 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WB NB EB WB NB EB Pedestrians Time Period NE NW SW SE SB Time Period Southbound Westbound Northbound Eastbound SB Eastbound 15 Minute Volume Hourly Volume Time Period Southbound Westbound Northbound Eastbound 15 Minute Volume Hourly Volume Northbound Time Period Southbound Westbound Global Peak Hour 1: Game Farm @ Mallard 2: Pheasant @ Mallard 3: Pheasant @ Oriole 4:00 PM 5:00 PM 185 91 9 285 4:15 PM 5:15 PM 196 106 20 322 4:30 PM 5:30 PM 197 103 23 323 4:45 PM 5:45 PM 187 120 24 331 5:00 PM 6:00 PM 201 123 22 346 201 123 24 346 Peak Hour 5:00 PM 5:15 PM 5:30 PM 5:45 PM Intersections Total Time Period Volume Volume Volume 2024 Background 0 0 0 0 R T L PED R T L PED 1 0 0 0 0 1 0 0 0 0 Ped 0 0 R 6 Ped 0 0 R 0 2 L 0 0 T 6 L 0 0 T T 0 6 L 3 T 0 0 L 0 2 R 2 0 Ped 3 R 3 0 Ped 0 2 0 3 0 6 0 0 Ped L T R Ped L T R ` 8 5 13 3 6 9 22 31 98 54 R T L PED R T L PED 1 1 4 17 1 1 31 67 0 3 Ped 1 22 R 54 Ped 5 0 R 0 37 L 0 29 T 54 L 16 0 T T 20 3 L 42 T 0 0 L 0 28 R 8 6 Ped 42 R 26 6 Ped 5 7 9 5 1 23 38 0 Ped L T R Ped L T R 15 21 125 93 61 201 2026 Background 0 0 0 0 R T L PED R T L PED 1 0 0 0 0 1 0 0 0 0 Ped 0 0 R 6 Ped 0 0 R 0 2.08 L 0 0 T 6.24 L 0 0 T T 0 6 L 3 T 0 0 L 0 2.08 R 2 0 Ped 3.12 R 3 0 Ped 0 2 0 3 0 6 0 0 Ped L T R Ped L T R 8 5 14 3 6 92332 102 56EDIT Highlighted R T L PED R T L PED1141811327003 Base Year ###Ped 1 23 R 56 Ped 5 0 R 0Target Year ###38.5 L 0 30 T 56.2 L 17 0 TYears of Growth 2 T 21 3 L 44 T 0 0 L 0Growth Rate Per Yea0.020 29.1 R 8 6 Ped 43.7 R 27 6 PedGrowth Factor 1.04 5 7 9 5 1 24 40 0 Ped L T R Ped L T R 16 22 130 97 63 209 2031 Background 0 0 0 0 R T L PED R T L PED 1 0 0 0 0 1 0 0 0 0 Ped 0 0 R 7 Ped 0 0 R 0 2.28 L 0 0 T 6.84 L 0 0 T T 0 7 L 3 T 0 0 L 0 2.28 R 2 0 Ped 3.42 R 3 0 Ped 0 2 0 3 0 7 0 0 Ped L T R Ped L T R 9 6 15 3 7 102535 112 62EDIT Highlighted R T L PED R T L PED 1 1 5 19 1 1 35 76 0 3Base Year ###Ped 1 25 R 62 Ped 6 0 R 0Target Year ###42.2 L 0 33 T 61.6 L 18 0 TYears of Growth 7 T 23 3 L 48 T 0 0 L 0Growth Rate Per Yea0.020 31.9 R 9 7 Ped 47.9 R 30 7 PedGrowth Factor 1.14 6 8 10 6 1 26 43 0 Ped L T R Ped L T R 17 24 143 106 70 229 Oriole @ Site Access 1: Game Farm @ Mallard 1: Game Farm @ Mallard 1: Game Farm @ Mallard Oriole @ Site Access Pheasent Blvd @ Site Access 2: Pheasant @ Mallard Oriole @ Site Access 2: Pheasant @ Mallard Pheasent Blvd @ Site Access Pheasent Blvd @ Site Access 2: Pheasant @ Mallard SANDOW ENGINEERING GANSEN GAME FARM APPENDIX C:SYNCHRO OUTPUTS HCM 6th AWSC 3: Mallard Ave & pheasant Blvs 10/16/2024 6147 Game Farm TIA 10/16/2024 2024 Background Am Synchro 10 Report Page 1 Intersection Intersection Delay, s/veh 7.2 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 38 18 0 17 733314120 Future Vol, veh/h 0 38 18 0 17 733314120 Peak Hour Factor 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 Heavy Vehicles, %000000000000 Mvmt Flow 0 51 24 0 23 944419160 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 7.2 7 7.1 7.4 HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 33% 0% 0% 54% Vol Thru, % 33% 68% 71% 46% Vol Right, % 33% 32% 29% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 9 56 24 26 LT Vol 3 0 0 14 Through Vol 3 38 17 12 RT Vol 3 18 7 0 Lane Flow Rate 12 76 32 35 Geometry Grp 1111 Degree of Util (X) 0.013 0.08 0.035 0.041 Departure Headway (Hd) 3.98 3.814 3.864 4.204 Convergence, Y/N Yes Yes Yes Yes Cap 894 938 924 849 Service Time 2.026 1.842 1.899 2.243 HCM Lane V/C Ratio 0.013 0.081 0.035 0.041 HCM Control Delay 7.1 7.2 7 7.4 HCM Lane LOS AAAA HCM 95th-tile Q 0 0.3 0.1 0.1 HCM 6th TWSC 6: Game Farm Rd & Mallard Ave 10/16/2024 6147 Game Farm TIA 10/16/2024 2024 Background Am Synchro 10 Report Page 2 Intersection Int Delay, s/veh 3.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 19 36 14 30 61 10 Future Vol, veh/h 19 36 14 30 61 10 Conflicting Peds, #/hr 0 00000 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 88 88 88 88 88 88 Heavy Vehicles, % 0 00002 Mvmt Flow 22 41 16 34 69 11 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 141 75 80 0 - 0 Stage 1 75 ----- Stage 2 66 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 857 992 1531 - - - Stage 1 953 ----- Stage 2 962 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 848 992 1531 - - - Mov Cap-2 Maneuver 848 ----- Stage 1 943 ----- Stage 2 962 ----- Approach EB NB SB HCM Control Delay, s 9.1 2.3 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1531 - 937 - - HCM Lane V/C Ratio 0.01 - 0.067 - - HCM Control Delay (s) 7.4 0 9.1 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.2 - - HCM 6th TWSC 11: Pheasant Blvd /Oriole St & Site Access 10/16/2024 6147 Game Farm TIA 10/16/2024 2024 Background Am Synchro 10 Report Page 3 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 02004 Future Vol, veh/h 0 02004 Conflicting Peds, #/hr 0 00000 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 50 50 50 50 50 50 Heavy Vehicles, % 0 00000 Mvmt Flow 0 04008 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 12 40040 Stage 1 4 ----- Stage 2 8 ----- Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 1013 1085 - - 1631 - Stage 1 1024 ----- Stage 2 1020 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 1013 1085 - - 1631 - Mov Cap-2 Maneuver 1013 ----- Stage 1 1024 ----- Stage 2 1020 ----- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1631 - HCM Lane V/C Ratio ----- HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - HCM 6th TWSC 14: Game Farm Rd & Site Access 10/16/2024 6147 Game Farm TIA 10/16/2024 2024 Background Am Synchro 10 Report Page 4 Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 00000 Future Vol, veh/h 0 00000 Conflicting Peds, #/hr 0 00000 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 88 88 88 88 88 88 Heavy Vehicles, % 0 00000 Mvmt Flow 0 00000 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1 1 1 0 - 0 Stage 1 1 ----- Stage 2 0 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 1027 1090 1635 - - - Stage 1 1028 ----- Stage 2 ------ Platoon blocked, % - - - Mov Cap-1 Maneuver 1027 1090 1635 - - - Mov Cap-2 Maneuver 1027 ----- Stage 1 1028 ----- Stage 2 ------ Approach EB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1635 ---- HCM Lane V/C Ratio ----- HCM Control Delay (s) 0 - 0 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 ---- HCM 6th AWSC 3: Mallard Ave & pheasant Blvs 10/16/2024 6147 Game Farm TIA 10/16/2024 2026 Background Am Synchro 10 Report Page 1 Intersection Intersection Delay, s/veh 7.2 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 40 19 0 18 733315120 Future Vol, veh/h 0 40 19 0 18 733315120 Peak Hour Factor 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 Heavy Vehicles, %000000000000 Mvmt Flow 0 54 26 0 24 944420160 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 7.2 7.1 7.1 7.4 HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 33% 0% 0% 56% Vol Thru, % 33% 68% 72% 44% Vol Right, % 33% 32% 28% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 9 59 25 27 LT Vol 3 0 0 15 Through Vol 3 40 18 12 RT Vol 3 19 7 0 Lane Flow Rate 12 80 34 36 Geometry Grp 1111 Degree of Util (X) 0.013 0.085 0.036 0.043 Departure Headway (Hd) 3.991 3.816 3.876 4.217 Convergence, Y/N Yes Yes Yes Yes Cap 891 937 920 846 Service Time 2.04 1.847 1.914 2.258 HCM Lane V/C Ratio 0.013 0.085 0.037 0.043 HCM Control Delay 7.1 7.2 7.1 7.4 HCM Lane LOS AAAA HCM 95th-tile Q 0 0.3 0.1 0.1 HCM 6th TWSC 6: Game Farm Rd & Mallard Ave 10/16/2024 6147 Game Farm TIA 10/16/2024 2026 Background Am Synchro 10 Report Page 2 Intersection Int Delay, s/veh 3.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 20 37 15 31 63 10 Future Vol, veh/h 20 37 15 31 63 10 Conflicting Peds, #/hr 0 00000 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 88 88 88 88 88 88 Heavy Vehicles, % 0 00002 Mvmt Flow 23 42 17 35 72 11 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 147 78 83 0 - 0 Stage 1 78 ----- Stage 2 69 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 850 988 1527 - - - Stage 1 950 ----- Stage 2 959 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 841 988 1527 - - - Mov Cap-2 Maneuver 841 ----- Stage 1 940 ----- Stage 2 959 ----- Approach EB NB SB HCM Control Delay, s 9.2 2.4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1527 - 931 - - HCM Lane V/C Ratio 0.011 - 0.07 - - HCM Control Delay (s) 7.4 0 9.2 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.2 - - HCM 6th TWSC 11: Pheasant Blvd /Oriole St & Site Access 10/16/2024 6147 Game Farm TIA 10/16/2024 2026 Background Am Synchro 10 Report Page 3 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 02004 Future Vol, veh/h 0 02004 Conflicting Peds, #/hr 0 00000 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 50 50 50 50 50 50 Heavy Vehicles, % 0 00000 Mvmt Flow 0 04008 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 12 40040 Stage 1 4 ----- Stage 2 8 ----- Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 1013 1085 - - 1631 - Stage 1 1024 ----- Stage 2 1020 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 1013 1085 - - 1631 - Mov Cap-2 Maneuver 1013 ----- Stage 1 1024 ----- Stage 2 1020 ----- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1631 - HCM Lane V/C Ratio ----- HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - HCM 6th TWSC 14: Game Farm Rd & Site Access 10/16/2024 6147 Game Farm TIA 10/16/2024 2026 Background Am Synchro 10 Report Page 4 Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 00000 Future Vol, veh/h 0 00000 Conflicting Peds, #/hr 0 00000 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 88 88 88 88 88 88 Heavy Vehicles, % 0 00000 Mvmt Flow 0 00000 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1 1 1 0 - 0 Stage 1 1 ----- Stage 2 0 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 1027 1090 1635 - - - Stage 1 1028 ----- Stage 2 ------ Platoon blocked, % - - - Mov Cap-1 Maneuver 1027 1090 1635 - - - Mov Cap-2 Maneuver 1027 ----- Stage 1 1028 ----- Stage 2 ------ Approach EB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1635 ---- HCM Lane V/C Ratio ----- HCM Control Delay (s) 0 - 0 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 ---- HCM 6th AWSC 3: Mallard Ave & pheasant Blvs 10/24/2024 6147 Game Farm TIA 10/16/2024 2026 Build Am Synchro 10 Report Page 1 Intersection Intersection Delay, s/veh 7.2 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 40 19 2 18 734317160 Future Vol, veh/h 0 40 19 2 18 734317160 Peak Hour Factor 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 Heavy Vehicles, %000000000000 Mvmt Flow 0 54 26 3 24 945423220 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 7.2 7.1 7.1 7.5 HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 30% 0% 7% 52% Vol Thru, % 40% 68% 67% 48% Vol Right, % 30% 32% 26% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 10 59 27 33 LT Vol 3 0 2 17 Through Vol 4 40 18 16 RT Vol 3 19 7 0 Lane Flow Rate 14 80 36 45 Geometry Grp 1111 Degree of Util (X) 0.015 0.085 0.04 0.052 Departure Headway (Hd) 4.015 3.836 3.921 4.214 Convergence, Y/N Yes Yes Yes Yes Cap 885 931 909 846 Service Time 2.069 1.872 1.963 2.259 HCM Lane V/C Ratio 0.016 0.086 0.04 0.053 HCM Control Delay 7.1 7.2 7.1 7.5 HCM Lane LOS AAAA HCM 95th-tile Q 0 0.3 0.1 0.2 HCM 6th TWSC 6: Game Farm Rd & Mallard Ave 10/24/2024 6147 Game Farm TIA 10/16/2024 2026 Build Am Synchro 10 Report Page 2 Intersection Int Delay, s/veh 3.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 20 39 15 34 70 12 Future Vol, veh/h 20 39 15 34 70 12 Conflicting Peds, #/hr 0 00000 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 88 88 88 88 88 88 Heavy Vehicles, % 0 00002 Mvmt Flow 23 44 17 39 80 14 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 160 87 94 0 - 0 Stage 1 87 ----- Stage 2 73 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 836 977 1513 - - - Stage 1 941 ----- Stage 2 955 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 827 977 1513 - - - Mov Cap-2 Maneuver 827 ----- Stage 1 931 ----- Stage 2 955 ----- Approach EB NB SB HCM Control Delay, s 9.2 2.3 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1513 - 920 - - HCM Lane V/C Ratio 0.011 - 0.073 - - HCM Control Delay (s) 7.4 0 9.2 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.2 - - HCM 6th TWSC 11: Pheasant Blvd /Oriole St & Site Access 10/24/2024 6147 Game Farm TIA 10/16/2024 2026 Build Am Synchro 10 Report Page 3 Intersection Int Delay, s/veh 4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 6 02104 Future Vol, veh/h 6 02104 Conflicting Peds, #/hr 0 00000 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 50 50 50 50 50 50 Heavy Vehicles, % 0 00000 Mvmt Flow 12 04208 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 13 50060 Stage 1 5 ----- Stage 2 8 ----- Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 1011 1084 - - 1628 - Stage 1 1023 ----- Stage 2 1020 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 1011 1084 - - 1628 - Mov Cap-2 Maneuver 1011 ----- Stage 1 1023 ----- Stage 2 1020 ----- Approach WB NB SB HCM Control Delay, s 8.6 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 1011 1628 - HCM Lane V/C Ratio - - 0.012 - - HCM Control Delay (s) - - 8.6 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - HCM 6th TWSC 14: Game Farm Rd & Site Access 10/24/2024 6147 Game Farm TIA 10/16/2024 2026 Build Am Synchro 10 Report Page 4 Intersection Int Delay, s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 9 3 51 74 2 Future Vol, veh/h 3 9 3 51 74 2 Conflicting Peds, #/hr 0 00000 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 88 88 88 88 88 88 Heavy Vehicles, % 0 00000 Mvmt Flow 3 10 3 58 84 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 149 85 86 0 - 0 Stage 1 85 ----- Stage 2 64 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 848 980 1523 - - - Stage 1 943 ----- Stage 2 964 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 846 980 1523 - - - Mov Cap-2 Maneuver 846 ----- Stage 1 941 ----- Stage 2 964 ----- Approach EB NB SB HCM Control Delay, s 8.9 0.4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1523 - 943 - - HCM Lane V/C Ratio 0.002 - 0.014 - - HCM Control Delay (s) 7.4 0 8.9 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 6th AWSC 3: Mallard Ave & pheasant Blvs 10/16/2024 6147 Game Farm TIA 10/16/2024 2031 Background Am Synchro 10 Report Page 1 Intersection Intersection Delay, s/veh 7.2 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 43 21 0 19 833316140 Future Vol, veh/h 0 43 21 0 19 833316140 Peak Hour Factor 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 Heavy Vehicles, %000000000000 Mvmt Flow 0 58 28 0 26 11 4 4 4 22 19 0 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 7.2 7.1 7.1 7.5 HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 33% 0% 0% 53% Vol Thru, % 33% 67% 70% 47% Vol Right, % 33% 33% 30% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 9 64 27 30 LT Vol 3 0 0 16 Through Vol 3 43 19 14 RT Vol 3 21 8 0 Lane Flow Rate 12 86 36 41 Geometry Grp 1111 Degree of Util (X) 0.014 0.092 0.039 0.048 Departure Headway (Hd) 4.01 3.822 3.879 4.229 Convergence, Y/N Yes Yes Yes Yes Cap 886 935 918 843 Service Time 2.063 1.857 1.922 2.274 HCM Lane V/C Ratio 0.014 0.092 0.039 0.049 HCM Control Delay 7.1 7.2 7.1 7.5 HCM Lane LOS AAAA HCM 95th-tile Q 0 0.3 0.1 0.2 HCM 6th TWSC 6: Game Farm Rd & Mallard Ave 10/16/2024 6147 Game Farm TIA 10/16/2024 2031 Background Am Synchro 10 Report Page 2 Intersection Int Delay, s/veh 3.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 22 41 16 34 70 11 Future Vol, veh/h 22 41 16 34 70 11 Conflicting Peds, #/hr 0 00000 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 88 88 88 88 88 88 Heavy Vehicles, % 0 00002 Mvmt Flow 25 47 18 39 80 13 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 162 87 93 0 - 0 Stage 1 87 ----- Stage 2 75 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 834 977 1514 - - - Stage 1 941 ----- Stage 2 953 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 824 977 1514 - - - Mov Cap-2 Maneuver 824 ----- Stage 1 930 ----- Stage 2 953 ----- Approach EB NB SB HCM Control Delay, s 9.3 2.4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1514 - 918 - - HCM Lane V/C Ratio 0.012 - 0.078 - - HCM Control Delay (s) 7.4 0 9.3 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.3 - - HCM 6th TWSC 11: Pheasant Blvd /Oriole St & Site Access 10/16/2024 6147 Game Farm TIA 10/16/2024 2031 Background Am Synchro 10 Report Page 3 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 02005 Future Vol, veh/h 0 02005 Conflicting Peds, #/hr 0 00000 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 50 50 50 50 50 50 Heavy Vehicles, % 0 00000 Mvmt Flow 0 040010 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 14 40040 Stage 1 4 ----- Stage 2 10 ----- Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 1010 1085 - - 1631 - Stage 1 1024 ----- Stage 2 1018 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 1010 1085 - - 1631 - Mov Cap-2 Maneuver 1010 ----- Stage 1 1024 ----- Stage 2 1018 ----- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1631 - HCM Lane V/C Ratio ----- HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - HCM 6th TWSC 14: Game Farm Rd & Site Access 10/16/2024 6147 Game Farm TIA 10/16/2024 2031 Background Am Synchro 10 Report Page 4 Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 00000 Future Vol, veh/h 0 00000 Conflicting Peds, #/hr 0 00000 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 88 88 88 88 88 88 Heavy Vehicles, % 0 00000 Mvmt Flow 0 00000 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1 1 1 0 - 0 Stage 1 1 ----- Stage 2 0 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 1027 1090 1635 - - - Stage 1 1028 ----- Stage 2 ------ Platoon blocked, % - - - Mov Cap-1 Maneuver 1027 1090 1635 - - - Mov Cap-2 Maneuver 1027 ----- Stage 1 1028 ----- Stage 2 ------ Approach EB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1635 ---- HCM Lane V/C Ratio ----- HCM Control Delay (s) 0 - 0 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 ---- HCM 6th AWSC 3: Mallard Ave & pheasant Blvs 10/24/2024 6147 Game Farm TIA 10/16/2024 2031 Build Am Synchro 10 Report Page 1 Intersection Intersection Delay, s/veh 7.3 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 43 21 2 19 834318180 Future Vol, veh/h 0 43 21 2 19 834318180 Peak Hour Factor 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 Heavy Vehicles, %000000000000 Mvmt Flow 0 58 28 3 26 11 4 5 4 24 24 0 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 7.3 7.1 7.2 7.5 HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 30% 0% 7% 50% Vol Thru, % 40% 67% 66% 50% Vol Right, % 30% 33% 28% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 10 64 29 36 LT Vol 3 0 2 18 Through Vol 4 43 19 18 RT Vol 3 21 8 0 Lane Flow Rate 14 86 39 49 Geometry Grp 1111 Degree of Util (X) 0.015 0.092 0.043 0.057 Departure Headway (Hd) 4.035 3.84 3.921 4.228 Convergence, Y/N Yes Yes Yes Yes Cap 880 929 908 843 Service Time 2.093 1.881 1.968 2.276 HCM Lane V/C Ratio 0.016 0.093 0.043 0.058 HCM Control Delay 7.2 7.3 7.1 7.5 HCM Lane LOS AAAA HCM 95th-tile Q 0 0.3 0.1 0.2 HCM 6th TWSC 6: Game Farm Rd & Mallard Ave 10/24/2024 6147 Game Farm TIA 10/16/2024 2031 Build Am Synchro 10 Report Page 2 Intersection Int Delay, s/veh 3.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 22 43 16 37 77 13 Future Vol, veh/h 22 43 16 37 77 13 Conflicting Peds, #/hr 0 00000 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 88 88 88 88 88 88 Heavy Vehicles, % 0 00002 Mvmt Flow 25 49 18 42 88 15 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 174 96 103 0 - 0 Stage 1 96 ----- Stage 2 78 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 821 966 1502 - - - Stage 1 933 ----- Stage 2 950 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 811 966 1502 - - - Mov Cap-2 Maneuver 811 ----- Stage 1 922 ----- Stage 2 950 ----- Approach EB NB SB HCM Control Delay, s 9.3 2.2 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1502 - 907 - - HCM Lane V/C Ratio 0.012 - 0.081 - - HCM Control Delay (s) 7.4 0 9.3 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.3 - - HCM 6th TWSC 11: Pheasant Blvd /Oriole St & Site Access 10/24/2024 6147 Game Farm TIA 10/16/2024 2031 Build Am Synchro 10 Report Page 3 Intersection Int Delay, s/veh 4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 6 02005 Future Vol, veh/h 6 02005 Conflicting Peds, #/hr 0 00000 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 50 50 50 50 50 50 Heavy Vehicles, % 0 00000 Mvmt Flow 12 040010 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 14 40040 Stage 1 4 ----- Stage 2 10 ----- Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 1010 1085 - - 1631 - Stage 1 1024 ----- Stage 2 1018 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 1010 1085 - - 1631 - Mov Cap-2 Maneuver 1010 ----- Stage 1 1024 ----- Stage 2 1018 ----- Approach WB NB SB HCM Control Delay, s 8.6 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 1010 1631 - HCM Lane V/C Ratio - - 0.012 - - HCM Control Delay (s) - - 8.6 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - HCM 6th TWSC 14: Game Farm Rd & Site Access 10/24/2024 6147 Game Farm TIA 10/16/2024 2031 Build Am Synchro 10 Report Page 4 Intersection Int Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 9 3 56 81 2 Future Vol, veh/h 3 9 3 56 81 2 Conflicting Peds, #/hr 0 00000 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 88 88 88 88 88 88 Heavy Vehicles, % 0 00000 Mvmt Flow 3 10 3 64 92 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 163 93 94 0 - 0 Stage 1 93 ----- Stage 2 70 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 832 970 1513 - - - Stage 1 936 ----- Stage 2 958 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 830 970 1513 - - - Mov Cap-2 Maneuver 830 ----- Stage 1 934 ----- Stage 2 958 ----- Approach EB NB SB HCM Control Delay, s 8.9 0.4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1513 - 931 - - HCM Lane V/C Ratio 0.002 - 0.015 - - HCM Control Delay (s) 7.4 0 8.9 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 6th AWSC 3: Mallard Ave & pheasant Blvs 10/16/2024 6147 Game Farm TIA 10/16/2024 2024 Background Pm Synchro 10 Report Page 1 Intersection Intersection Delay, s/veh 7.1 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 20 8 3 29 22 7 9 5 17 4 1 Future Vol, veh/h 0 20 8 3 29 22 7 9 5 17 4 1 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles, %000000000000 Mvmt Flow 0 24 10 4 35 27 8 11 6 20 5 1 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 7 7.1 7.2 7.4 HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 33% 0% 6% 77% Vol Thru, % 43% 71% 54% 18% Vol Right, % 24% 29% 41% 5% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 21 28 54 22 LT Vol 7 0 3 17 Through Vol 9 20 29 4 RT Vol 5 8 22 1 Lane Flow Rate 25 34 65 27 Geometry Grp 1111 Degree of Util (X) 0.028 0.036 0.068 0.031 Departure Headway (Hd) 4.016 3.868 3.782 4.218 Convergence, Y/N Yes Yes Yes Yes Cap 889 923 945 847 Service Time 2.053 1.902 1.812 2.254 HCM Lane V/C Ratio 0.028 0.037 0.069 0.032 HCM Control Delay 7.2 7 7.1 7.4 HCM Lane LOS AAAA HCM 95th-tile Q 0.1 0.1 0.2 0.1 HCM 6th TWSC 6: Game Farm Rd & Mallard Ave 10/16/2024 6147 Game Farm TIA 10/16/2024 2024 Background Pm Synchro 10 Report Page 2 Intersection Int Delay, s/veh 2.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 16 26 23 38 67 31 Future Vol, veh/h 16 26 23 38 67 31 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 00310 Mvmt Flow 18 30 26 44 77 36 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 191 95 113 0 - 0 Stage 1 95 ----- Stage 2 96 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 803 967 1489 - - - Stage 1 934 ----- Stage 2 933 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 789 967 1489 - - - Mov Cap-2 Maneuver 789 ----- Stage 1 917 ----- Stage 2 933 ----- Approach EB NB SB HCM Control Delay, s 9.3 2.8 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1489 - 890 - - HCM Lane V/C Ratio 0.018 - 0.054 - - HCM Control Delay (s) 7.5 0 9.3 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0.2 - - HCM 6th TWSC 11: Pheasant Blvd /Oriole St & Site Access 10/16/2024 6147 Game Farm TIA 10/16/2024 2024 Background Pm Synchro 10 Report Page 3 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 06003 Future Vol, veh/h 0 06003 Conflicting Peds, #/hr 0 00000 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 50 50 50 50 50 50 Heavy Vehicles, % 0 00000 Mvmt Flow 0 0 12 0 0 6 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 18 12 0 0 12 0 Stage 1 12 ----- Stage 2 6 ----- Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 1005 1074 - - 1620 - Stage 1 1016 ----- Stage 2 1022 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 1005 1074 - - 1620 - Mov Cap-2 Maneuver 1005 ----- Stage 1 1016 ----- Stage 2 1022 ----- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1620 - HCM Lane V/C Ratio ----- HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - HCM 6th TWSC 14: Game Farm Rd & Site Access 10/16/2024 6147 Game Farm TIA 10/16/2024 2024 Background Pm Synchro 10 Report Page 4 Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 00000 Future Vol, veh/h 0 00000 Conflicting Peds, #/hr 0 00000 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 88 88 88 88 88 88 Heavy Vehicles, % 0 00000 Mvmt Flow 0 00000 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1 1 1 0 - 0 Stage 1 1 ----- Stage 2 0 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 1027 1090 1635 - - - Stage 1 1028 ----- Stage 2 ------ Platoon blocked, % - - - Mov Cap-1 Maneuver 1027 1090 1635 - - - Mov Cap-2 Maneuver 1027 ----- Stage 1 1028 ----- Stage 2 ------ Approach EB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1635 ---- HCM Lane V/C Ratio ----- HCM Control Delay (s) 0 - 0 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 ---- HCM 6th AWSC 3: Mallard Ave & pheasant Blvs 10/16/2024 6147 Game Farm TIA 10/16/2024 2026 Background Pm Synchro 10 Report Page 1 Intersection Intersection Delay, s/veh 7.2 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 21 8 3 30 23 7 9 5 18 4 1 Future Vol, veh/h 0 21 8 3 30 23 7 9 5 18 4 1 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles, %000000000000 Mvmt Flow 0 25 10 4 36 28 8 11 6 22 5 1 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 7.1 7.1 7.2 7.4 HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 33% 0% 5% 78% Vol Thru, % 43% 72% 54% 17% Vol Right, % 24% 28% 41% 4% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 21 29 56 23 LT Vol 7 0 3 18 Through Vol 9 21 30 4 RT Vol 5 8 23 1 Lane Flow Rate 25 35 67 28 Geometry Grp 1111 Degree of Util (X) 0.028 0.038 0.071 0.033 Departure Headway (Hd) 4.023 3.877 3.782 4.227 Convergence, Y/N Yes Yes Yes Yes Cap 886 920 945 844 Service Time 2.065 1.914 1.816 2.267 HCM Lane V/C Ratio 0.028 0.038 0.071 0.033 HCM Control Delay 7.2 7.1 7.1 7.4 HCM Lane LOS AAAA HCM 95th-tile Q 0.1 0.1 0.2 0.1 HCM 6th TWSC 6: Game Farm Rd & Mallard Ave 10/16/2024 6147 Game Farm TIA 10/16/2024 2026 Background Pm Synchro 10 Report Page 2 Intersection Int Delay, s/veh 2.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 17 27 24 40 70 32 Future Vol, veh/h 17 27 24 40 70 32 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 00310 Mvmt Flow 20 31 28 46 80 37 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 201 99 117 0 - 0 Stage 1 99 ----- Stage 2 102 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 792 962 1484 - - - Stage 1 930 ----- Stage 2 927 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 777 962 1484 - - - Mov Cap-2 Maneuver 777 ----- Stage 1 912 ----- Stage 2 927 ----- Approach EB NB SB HCM Control Delay, s 9.3 2.8 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1484 - 881 - - HCM Lane V/C Ratio 0.019 - 0.057 - - HCM Control Delay (s) 7.5 0 9.3 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0.2 - - HCM 6th TWSC 11: Pheasant Blvd /Oriole St & Site Access 10/16/2024 6147 Game Farm TIA 10/16/2024 2026 Background Pm Synchro 10 Report Page 3 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 06003 Future Vol, veh/h 0 06003 Conflicting Peds, #/hr 0 00000 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 50 50 50 50 50 50 Heavy Vehicles, % 0 00000 Mvmt Flow 0 0 12 0 0 6 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 18 12 0 0 12 0 Stage 1 12 ----- Stage 2 6 ----- Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 1005 1074 - - 1620 - Stage 1 1016 ----- Stage 2 1022 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 1005 1074 - - 1620 - Mov Cap-2 Maneuver 1005 ----- Stage 1 1016 ----- Stage 2 1022 ----- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1620 - HCM Lane V/C Ratio ----- HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - HCM 6th TWSC 14: Game Farm Rd & Site Access 10/16/2024 6147 Game Farm TIA 10/16/2024 2026 Background Pm Synchro 10 Report Page 4 Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 00000 Future Vol, veh/h 0 00000 Conflicting Peds, #/hr 0 00000 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 88 88 88 88 88 88 Heavy Vehicles, % 0 00000 Mvmt Flow 0 00000 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1 1 1 0 - 0 Stage 1 1 ----- Stage 2 0 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 1027 1090 1635 - - - Stage 1 1028 ----- Stage 2 ------ Platoon blocked, % - - - Mov Cap-1 Maneuver 1027 1090 1635 - - - Mov Cap-2 Maneuver 1027 ----- Stage 1 1028 ----- Stage 2 ------ Approach EB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1635 ---- HCM Lane V/C Ratio ----- HCM Control Delay (s) 0 - 0 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 ---- HCM 6th AWSC 3: Mallard Ave & pheasant Blvs 10/24/2024 6147 Game Farm TIA 10/16/2024 2026 Build Pm Synchro 10 Report Page 1 Intersection Intersection Delay, s/veh 7.2 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 21 8 5 30 24 7 11 5 20 7 1 Future Vol, veh/h 0 21 8 5 30 24 7 11 5 20 7 1 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles, %000000000000 Mvmt Flow 0 25 10 6 36 29 8 13 6 24 8 1 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 7.1 7.2 7.2 7.4 HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 30% 0% 8% 71% Vol Thru, % 48% 72% 51% 25% Vol Right, % 22% 28% 41% 4% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 23 29 59 28 LT Vol 7 0 5 20 Through Vol 11 21 30 7 RT Vol 5 8 24 1 Lane Flow Rate 28 35 71 34 Geometry Grp 1111 Degree of Util (X) 0.031 0.038 0.075 0.04 Departure Headway (Hd) 4.039 3.896 3.806 4.226 Convergence, Y/N Yes Yes Yes Yes Cap 882 915 938 844 Service Time 2.085 1.937 1.844 2.269 HCM Lane V/C Ratio 0.032 0.038 0.076 0.04 HCM Control Delay 7.2 7.1 7.2 7.4 HCM Lane LOS AAAA HCM 95th-tile Q 0.1 0.1 0.2 0.1 HCM 6th TWSC 6: Game Farm Rd & Mallard Ave 10/24/2024 6147 Game Farm TIA 10/16/2024 2026 Build Pm Synchro 10 Report Page 2 Intersection Int Delay, s/veh 2.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 17 29 25 45 72 34 Future Vol, veh/h 17 29 25 45 72 34 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 00310 Mvmt Flow 20 33 29 52 83 39 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 213 103 122 0 - 0 Stage 1 103 ----- Stage 2 110 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 780 957 1478 - - - Stage 1 926 ----- Stage 2 920 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 764 957 1478 - - - Mov Cap-2 Maneuver 764 ----- Stage 1 907 ----- Stage 2 920 ----- Approach EB NB SB HCM Control Delay, s 9.4 2.7 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1478 - 875 - - HCM Lane V/C Ratio 0.019 - 0.06 - - HCM Control Delay (s) 7.5 0 9.4 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0.2 - - HCM 6th TWSC 11: Pheasant Blvd /Oriole St & Site Access 10/24/2024 6147 Game Farm TIA 10/16/2024 2026 Build Pm Synchro 10 Report Page 3 Intersection Int Delay, s/veh 3.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 06003 Future Vol, veh/h 5 06003 Conflicting Peds, #/hr 0 00000 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 50 50 50 50 50 50 Heavy Vehicles, % 0 00000 Mvmt Flow 10 0 12 0 0 6 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 18 12 0 0 12 0 Stage 1 12 ----- Stage 2 6 ----- Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 1005 1074 - - 1620 - Stage 1 1016 ----- Stage 2 1022 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 1005 1074 - - 1620 - Mov Cap-2 Maneuver 1005 ----- Stage 1 1016 ----- Stage 2 1022 ----- Approach WB NB SB HCM Control Delay, s 8.6 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 1005 1620 - HCM Lane V/C Ratio - - 0.01 - - HCM Control Delay (s) - - 8.6 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - HCM 6th TWSC 14: Game Farm Rd & Site Access 10/24/2024 6147 Game Farm TIA 10/16/2024 2026 Build Pm Synchro 10 Report Page 4 Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 4 5 56 102 11 Future Vol, veh/h 2 4 5 56 102 11 Conflicting Peds, #/hr 0 00000 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 88 88 88 88 88 88 Heavy Vehicles, % 0 00000 Mvmt Flow 2 5 6 64 116 13 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 199 123 129 0 - 0 Stage 1 123 ----- Stage 2 76 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 794 933 1469 - - - Stage 1 907 ----- Stage 2 952 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 791 933 1469 - - - Mov Cap-2 Maneuver 791 ----- Stage 1 903 ----- Stage 2 952 ----- Approach EB NB SB HCM Control Delay, s 9.1 0.6 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1469 - 880 - - HCM Lane V/C Ratio 0.004 - 0.008 - - HCM Control Delay (s) 7.5 0 9.1 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 6th AWSC 3: Mallard Ave & pheasant Blvs 10/16/2024 6147 Game Farm TIA 10/16/2024 2031 Background Pm Synchro 10 Report Page 1 Intersection Intersection Delay, s/veh 7.2 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 23 9 3 33 25 8 10 6 19 5 1 Future Vol, veh/h 0 23 9 3 33 25 8 10 6 19 5 1 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles, %000000000000 Mvmt Flow 0 28 11 4 40 30 10 12 7 23 6 1 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 7.1 7.2 7.2 7.4 HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 33% 0% 5% 76% Vol Thru, % 42% 72% 54% 20% Vol Right, % 25% 28% 41% 4% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 24 32 61 25 LT Vol 8 0 3 19 Through Vol 10 23 33 5 RT Vol 6 9 25 1 Lane Flow Rate 29 39 73 30 Geometry Grp 1111 Degree of Util (X) 0.032 0.042 0.077 0.036 Departure Headway (Hd) 4.033 3.89 3.796 4.244 Convergence, Y/N Yes Yes Yes Yes Cap 883 916 941 840 Service Time 2.079 1.93 1.832 2.288 HCM Lane V/C Ratio 0.033 0.043 0.078 0.036 HCM Control Delay 7.2 7.1 7.2 7.4 HCM Lane LOS AAAA HCM 95th-tile Q 0.1 0.1 0.2 0.1 HCM 6th TWSC 6: Game Farm Rd & Mallard Ave 10/16/2024 6147 Game Farm TIA 10/16/2024 2031 Background Pm Synchro 10 Report Page 2 Intersection Int Delay, s/veh 2.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 18 30 26 43 76 35 Future Vol, veh/h 18 30 26 43 76 35 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 00310 Mvmt Flow 21 34 30 49 87 40 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 216 107 127 0 - 0 Stage 1 107 ----- Stage 2 109 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 777 953 1472 - - - Stage 1 922 ----- Stage 2 921 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 761 953 1472 - - - Mov Cap-2 Maneuver 761 ----- Stage 1 903 ----- Stage 2 921 ----- Approach EB NB SB HCM Control Delay, s 9.4 2.8 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1472 - 871 - - HCM Lane V/C Ratio 0.02 - 0.063 - - HCM Control Delay (s) 7.5 0 9.4 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0.2 - - HCM 6th TWSC 11: Pheasant Blvd /Oriole St & Site Access 10/16/2024 6147 Game Farm TIA 10/16/2024 2031 Background Pm Synchro 10 Report Page 3 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 07003 Future Vol, veh/h 0 07003 Conflicting Peds, #/hr 0 00000 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 50 50 50 50 50 50 Heavy Vehicles, % 0 00000 Mvmt Flow 0 0 14 0 0 6 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 20 14 0 0 14 0 Stage 1 14 ----- Stage 2 6 ----- Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 1002 1072 - - 1617 - Stage 1 1014 ----- Stage 2 1022 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 1002 1072 - - 1617 - Mov Cap-2 Maneuver 1002 ----- Stage 1 1014 ----- Stage 2 1022 ----- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1617 - HCM Lane V/C Ratio ----- HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - HCM 6th TWSC 14: Game Farm Rd & Site Access 10/16/2024 6147 Game Farm TIA 10/16/2024 2031 Background Pm Synchro 10 Report Page 4 Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 00000 Future Vol, veh/h 0 00000 Conflicting Peds, #/hr 0 00000 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 88 88 88 88 88 88 Heavy Vehicles, % 0 00000 Mvmt Flow 0 00000 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1 1 1 0 - 0 Stage 1 1 ----- Stage 2 0 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 1027 1090 1635 - - - Stage 1 1028 ----- Stage 2 ------ Platoon blocked, % - - - Mov Cap-1 Maneuver 1027 1090 1635 - - - Mov Cap-2 Maneuver 1027 ----- Stage 1 1028 ----- Stage 2 ------ Approach EB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1635 ---- HCM Lane V/C Ratio ----- HCM Control Delay (s) 0 - 0 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 ---- HCM 6th AWSC 3: Mallard Ave & pheasant Blvs 10/24/2024 6147 Game Farm TIA 10/16/2024 2031 Build Pm Synchro 10 Report Page 1 Intersection Intersection Delay, s/veh 7.3 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 23 9 5 33 26 8 12 6 21 8 1 Future Vol, veh/h 0 23 9 5 33 26 8 12 6 21 8 1 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles, %000000000000 Mvmt Flow 0 28 11 6 40 31 10 14 7 25 10 1 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 7.1 7.2 7.3 7.5 HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 31% 0% 8% 70% Vol Thru, % 46% 72% 52% 27% Vol Right, % 23% 28% 41% 3% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 26 32 64 30 LT Vol 8 0 5 21 Through Vol 12 23 33 8 RT Vol 6 9 26 1 Lane Flow Rate 31 39 77 36 Geometry Grp 1111 Degree of Util (X) 0.035 0.042 0.082 0.043 Departure Headway (Hd) 4.051 3.907 3.818 4.245 Convergence, Y/N Yes Yes Yes Yes Cap 878 911 934 839 Service Time 2.102 1.954 1.86 2.292 HCM Lane V/C Ratio 0.035 0.043 0.082 0.043 HCM Control Delay 7.3 7.1 7.2 7.5 HCM Lane LOS AAAA HCM 95th-tile Q 0.1 0.1 0.3 0.1 HCM 6th TWSC 6: Game Farm Rd & Mallard Ave 10/24/2024 6147 Game Farm TIA 10/16/2024 2031 Build Pm Synchro 10 Report Page 2 Intersection Int Delay, s/veh 2.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 18 32 27 48 78 37 Future Vol, veh/h 18 32 27 48 78 37 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 00310 Mvmt Flow 21 37 31 55 90 43 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 229 112 133 0 - 0 Stage 1 112 ----- Stage 2 117 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 764 947 1464 - - - Stage 1 918 ----- Stage 2 913 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 747 947 1464 - - - Mov Cap-2 Maneuver 747 ----- Stage 1 898 ----- Stage 2 913 ----- Approach EB NB SB HCM Control Delay, s 9.5 2.7 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1464 - 864 - - HCM Lane V/C Ratio 0.021 - 0.067 - - HCM Control Delay (s) 7.5 0 9.5 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0.2 - - HCM 6th TWSC 11: Pheasant Blvd /Oriole St & Site Access 10/24/2024 6147 Game Farm TIA 10/16/2024 2031 Build Pm Synchro 10 Report Page 3 Intersection Int Delay, s/veh 2.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 07003 Future Vol, veh/h 5 07003 Conflicting Peds, #/hr 0 00000 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 50 50 50 50 50 50 Heavy Vehicles, % 0 00000 Mvmt Flow 10 0 14 0 0 6 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 20 14 0 0 14 0 Stage 1 14 ----- Stage 2 6 ----- Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 1002 1072 - - 1617 - Stage 1 1014 ----- Stage 2 1022 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 1002 1072 - - 1617 - Mov Cap-2 Maneuver 1002 ----- Stage 1 1014 ----- Stage 2 1022 ----- Approach WB NB SB HCM Control Delay, s 8.6 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 1002 1617 - HCM Lane V/C Ratio - - 0.01 - - HCM Control Delay (s) - - 8.6 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - HCM 6th TWSC 14: Game Farm Rd & Site Access 10/24/2024 6147 Game Farm TIA 10/16/2024 2031 Build Pm Synchro 10 Report Page 4 Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 4 5 62 112 11 Future Vol, veh/h 2 4 5 62 112 11 Conflicting Peds, #/hr 0 00000 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 88 88 88 88 88 88 Heavy Vehicles, % 0 00000 Mvmt Flow 2 5 6 70 127 13 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 216 134 140 0 - 0 Stage 1 134 ----- Stage 2 82 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 777 920 1456 - - - Stage 1 897 ----- Stage 2 946 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 774 920 1456 - - - Mov Cap-2 Maneuver 774 ----- Stage 1 893 ----- Stage 2 946 ----- Approach EB NB SB HCM Control Delay, s 9.2 0.6 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1456 - 866 - - HCM Lane V/C Ratio 0.004 - 0.008 - - HCM Control Delay (s) 7.5 0 9.2 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - SANDOW ENGINEERING GANSEN GAME FARM APPENDIX D:QUEUING ANALYSIS Queuing and Blocking Report 2024 Background Am 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 1 Intersection: 3: Mallard Ave & pheasant Blvs , Interval #1 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 36 35 31 26 Average Queue (ft) 27 21 8 17 95th Queue (ft) 45 47 30 37 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Mallard Ave & pheasant Blvs , Interval #2 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 46 30 31 35 Average Queue (ft) 27 14 6 13 95th Queue (ft) 47 38 26 35 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Mallard Ave & pheasant Blvs , All Intervals Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 46 35 31 35 Average Queue (ft) 27 15 7 14 95th Queue (ft) 47 41 27 36 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2024 Background Am 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 2 Intersection: 6: Game Farm Rd & Mallard Ave , Interval #1 Movement EB SB Directions Served LR TR Maximum Queue (ft) 30 12 Average Queue (ft) 27 2 95th Queue (ft) 39 13 Link Distance (ft) 323 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Game Farm Rd & Mallard Ave , Interval #2 Movement EB SB Directions Served LR TR Maximum Queue (ft) 35 22 Average Queue (ft) 25 2 95th Queue (ft) 43 15 Link Distance (ft) 323 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Game Farm Rd & Mallard Ave , All Intervals Movement EB SB Directions Served LR TR Maximum Queue (ft) 35 28 Average Queue (ft) 26 2 95th Queue (ft) 42 15 Link Distance (ft) 323 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2024 Background Am 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 3 Intersection: 11: Pheasant Blvd /Oriole St & Site Access , Interval #1 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Pheasant Blvd /Oriole St & Site Access , Interval #2 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Pheasant Blvd /Oriole St & Site Access , All Intervals Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2024 Background Am 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 4 Intersection: 14: Game Farm Rd & Site Access , Interval #1 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 14: Game Farm Rd & Site Access , Interval #2 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 14: Game Farm Rd & Site Access , All Intervals Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty, Interval #1: 0 Network wide Queuing Penalty, Interval #2: 0 Network wide Queuing Penalty, All Intervals: 0 Queuing and Blocking Report 2026 Background Am 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 1 Intersection: 3: Mallard Ave & pheasant Blvs , Interval #1 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 53 35 31 31 Average Queue (ft) 34 20 10 20 95th Queue (ft) 52 45 34 39 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Mallard Ave & pheasant Blvs , Interval #2 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 45 30 31 31 Average Queue (ft) 25 15 8 13 95th Queue (ft) 46 39 29 35 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Mallard Ave & pheasant Blvs , All Intervals Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 54 35 31 35 Average Queue (ft) 27 16 8 15 95th Queue (ft) 49 40 31 37 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2026 Background Am 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 2 Intersection: 6: Game Farm Rd & Mallard Ave , Interval #1 Movement EB NB Directions Served LR LT Maximum Queue (ft) 30 12 Average Queue (ft) 28 2 95th Queue (ft) 37 13 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Game Farm Rd & Mallard Ave , Interval #2 Movement EB SB Directions Served LR TR Maximum Queue (ft) 34 23 Average Queue (ft) 23 2 95th Queue (ft) 43 12 Link Distance (ft) 323 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Game Farm Rd & Mallard Ave , All Intervals Movement EB NB SB Directions Served LR LT TR Maximum Queue (ft) 34 12 23 Average Queue (ft) 24 0 1 95th Queue (ft) 43 6 11 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2026 Background Am 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 3 Intersection: 11: Pheasant Blvd /Oriole St & Site Access , Interval #1 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Pheasant Blvd /Oriole St & Site Access , Interval #2 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Pheasant Blvd /Oriole St & Site Access , All Intervals Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2026 Background Am 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 4 Intersection: 14: Game Farm Rd & Site Access , Interval #1 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 14: Game Farm Rd & Site Access , Interval #2 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 14: Game Farm Rd & Site Access , All Intervals Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty, Interval #1: 0 Network wide Queuing Penalty, Interval #2: 0 Network wide Queuing Penalty, All Intervals: 0 Queuing and Blocking Report 2026 Build Am 10/24/2024 6147 Game Farm TIA SimTraffic Report Page 1 Intersection: 3: Mallard Ave & pheasant Blvs , Interval #1 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 55 30 31 31 Average Queue (ft) 31 24 14 23 95th Queue (ft) 55 43 39 41 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Mallard Ave & pheasant Blvs , Interval #2 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 53 30 31 31 Average Queue (ft) 27 16 8 15 95th Queue (ft) 47 40 31 36 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Mallard Ave & pheasant Blvs , All Intervals Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 55 30 31 31 Average Queue (ft) 28 18 10 17 95th Queue (ft) 49 42 33 38 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2026 Build Am 10/24/2024 6147 Game Farm TIA SimTraffic Report Page 2 Intersection: 6: Game Farm Rd & Mallard Ave , Interval #1 Movement EB NB Directions Served LR LT Maximum Queue (ft) 34 12 Average Queue (ft) 28 2 95th Queue (ft) 45 13 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Game Farm Rd & Mallard Ave , Interval #2 Movement EB NB Directions Served LR LT Maximum Queue (ft) 35 12 Average Queue (ft) 26 1 95th Queue (ft) 44 7 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Game Farm Rd & Mallard Ave , All Intervals Movement EB NB Directions Served LR LT Maximum Queue (ft) 39 18 Average Queue (ft) 26 1 95th Queue (ft) 44 9 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2026 Build Am 10/24/2024 6147 Game Farm TIA SimTraffic Report Page 3 Intersection: 11: Pheasant Blvd /Oriole St & Site Access , Interval #1 Movement WB Directions Served LR Maximum Queue (ft) 9 Average Queue (ft) 4 95th Queue (ft) 12 Link Distance (ft) 211 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Pheasant Blvd /Oriole St & Site Access , Interval #2 Movement WB Directions Served LR Maximum Queue (ft) 12 Average Queue (ft) 2 95th Queue (ft) 8 Link Distance (ft) 211 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Pheasant Blvd /Oriole St & Site Access , All Intervals Movement WB Directions Served LR Maximum Queue (ft) 12 Average Queue (ft) 2 95th Queue (ft) 9 Link Distance (ft) 211 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2026 Build Am 10/24/2024 6147 Game Farm TIA SimTraffic Report Page 4 Intersection: 14: Game Farm Rd & Site Access , Interval #1 Movement EB Directions Served LR Maximum Queue (ft) 4 Average Queue (ft) 2 95th Queue (ft) 5 Link Distance (ft) 510 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 14: Game Farm Rd & Site Access , Interval #2 Movement EB NB Directions Served LR LT Maximum Queue (ft) 5 11 Average Queue (ft) 2 0 95th Queue (ft) 5 9 Link Distance (ft) 510 71 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 14: Game Farm Rd & Site Access , All Intervals Movement EB NB Directions Served LR LT Maximum Queue (ft) 5 11 Average Queue (ft) 2 0 95th Queue (ft) 5 8 Link Distance (ft) 510 71 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty, Interval #1: 0 Network wide Queuing Penalty, Interval #2: 0 Network wide Queuing Penalty, All Intervals: 0 Queuing and Blocking Report 2031 Background Am 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 1 Intersection: 3: Mallard Ave & pheasant Blvs , Interval #1 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 50 30 31 40 Average Queue (ft) 32 24 7 22 95th Queue (ft) 53 43 28 44 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Mallard Ave & pheasant Blvs , Interval #2 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 50 39 31 26 Average Queue (ft) 28 18 6 16 95th Queue (ft) 47 42 26 36 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Mallard Ave & pheasant Blvs , All Intervals Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 50 39 31 40 Average Queue (ft) 29 19 6 17 95th Queue (ft) 49 43 27 38 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2031 Background Am 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 2 Intersection: 6: Game Farm Rd & Mallard Ave , Interval #1 Movement EB SB Directions Served LR TR Maximum Queue (ft) 30 6 Average Queue (ft) 26 0 95th Queue (ft) 41 0 Link Distance (ft) 323 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Game Farm Rd & Mallard Ave , Interval #2 Movement EB NB SB Directions Served LR LT TR Maximum Queue (ft) 30 12 12 Average Queue (ft) 27 1 1 95th Queue (ft) 40 7 9 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Game Farm Rd & Mallard Ave , All Intervals Movement EB NB SB Directions Served LR LT TR Maximum Queue (ft) 30 12 12 Average Queue (ft) 27 0 1 95th Queue (ft) 41 6 7 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2031 Background Am 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 3 Intersection: 11: Pheasant Blvd /Oriole St & Site Access , Interval #1 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Pheasant Blvd /Oriole St & Site Access , Interval #2 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Pheasant Blvd /Oriole St & Site Access , All Intervals Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2031 Background Am 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 4 Intersection: 14: Game Farm Rd & Site Access , Interval #1 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 14: Game Farm Rd & Site Access , Interval #2 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 14: Game Farm Rd & Site Access , All Intervals Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty, Interval #1: 0 Network wide Queuing Penalty, Interval #2: 0 Network wide Queuing Penalty, All Intervals: 0 Queuing and Blocking Report 2031 Build Am 10/24/2024 6147 Game Farm TIA SimTraffic Report Page 1 Intersection: 3: Mallard Ave & pheasant Blvs , Interval #1 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 41 30 31 31 Average Queue (ft) 29 18 12 19 95th Queue (ft) 49 41 37 40 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Mallard Ave & pheasant Blvs , Interval #2 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 45 30 31 26 Average Queue (ft) 26 17 11 18 95th Queue (ft) 47 41 34 37 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Mallard Ave & pheasant Blvs , All Intervals Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 50 30 31 31 Average Queue (ft) 27 17 11 19 95th Queue (ft) 47 41 35 38 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2031 Build Am 10/24/2024 6147 Game Farm TIA SimTraffic Report Page 2 Intersection: 6: Game Farm Rd & Mallard Ave , Interval #1 Movement EB NB Directions Served LR LT Maximum Queue (ft) 34 12 Average Queue (ft) 27 3 95th Queue (ft) 43 17 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Game Farm Rd & Mallard Ave , Interval #2 Movement EB NB Directions Served LR LT Maximum Queue (ft) 38 18 Average Queue (ft) 26 1 95th Queue (ft) 43 9 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Game Farm Rd & Mallard Ave , All Intervals Movement EB NB Directions Served LR LT Maximum Queue (ft) 42 24 Average Queue (ft) 26 1 95th Queue (ft) 43 11 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2031 Build Am 10/24/2024 6147 Game Farm TIA SimTraffic Report Page 3 Intersection: 11: Pheasant Blvd /Oriole St & Site Access , Interval #1 Movement WB Directions Served LR Maximum Queue (ft) 9 Average Queue (ft) 2 95th Queue (ft) 8 Link Distance (ft) 211 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Pheasant Blvd /Oriole St & Site Access , Interval #2 Movement WB Directions Served LR Maximum Queue (ft) 12 Average Queue (ft) 1 95th Queue (ft) 7 Link Distance (ft) 211 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Pheasant Blvd /Oriole St & Site Access , All Intervals Movement WB Directions Served LR Maximum Queue (ft) 12 Average Queue (ft) 1 95th Queue (ft) 8 Link Distance (ft) 211 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2031 Build Am 10/24/2024 6147 Game Farm TIA SimTraffic Report Page 4 Intersection: 14: Game Farm Rd & Site Access , Interval #1 Movement EB Directions Served LR Maximum Queue (ft) 5 Average Queue (ft) 2 95th Queue (ft) 6 Link Distance (ft) 510 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 14: Game Farm Rd & Site Access , Interval #2 Movement EB Directions Served LR Maximum Queue (ft) 5 Average Queue (ft) 1 95th Queue (ft) 5 Link Distance (ft) 510 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 14: Game Farm Rd & Site Access , All Intervals Movement EB Directions Served LR Maximum Queue (ft) 5 Average Queue (ft) 2 95th Queue (ft) 5 Link Distance (ft) 510 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty, Interval #1: 0 Network wide Queuing Penalty, Interval #2: 0 Network wide Queuing Penalty, All Intervals: 0 Queuing and Blocking Report 2024 Background Pm 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 1 Intersection: 3: Mallard Ave & pheasant Blvs , Interval #1 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 30 39 31 26 Average Queue (ft) 21 28 15 15 95th Queue (ft) 43 49 40 36 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Mallard Ave & pheasant Blvs , Interval #2 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 36 35 36 26 Average Queue (ft) 18 25 16 12 95th Queue (ft) 43 43 42 33 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Mallard Ave & pheasant Blvs , All Intervals Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 36 44 36 26 Average Queue (ft) 19 26 16 13 95th Queue (ft) 43 45 42 34 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2024 Background Pm 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 2 Intersection: 6: Game Farm Rd & Mallard Ave , Interval #1 Movement EB NB SB Directions Served LR LT TR Maximum Queue (ft) 30 22 11 Average Queue (ft) 24 3 2 95th Queue (ft) 42 21 12 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Game Farm Rd & Mallard Ave , Interval #2 Movement EB NB SB Directions Served LR LT TR Maximum Queue (ft) 34 23 27 Average Queue (ft) 22 2 2 95th Queue (ft) 43 14 15 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Game Farm Rd & Mallard Ave , All Intervals Movement EB NB SB Directions Served LR LT TR Maximum Queue (ft) 34 34 33 Average Queue (ft) 23 2 2 95th Queue (ft) 43 16 14 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2024 Background Pm 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 3 Intersection: 11: Pheasant Blvd /Oriole St & Site Access , Interval #1 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Pheasant Blvd /Oriole St & Site Access , Interval #2 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Pheasant Blvd /Oriole St & Site Access , All Intervals Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2024 Background Pm 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 4 Intersection: 14: Game Farm Rd & Site Access , Interval #1 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 14: Game Farm Rd & Site Access , Interval #2 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 14: Game Farm Rd & Site Access , All Intervals Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty, Interval #1: 0 Network wide Queuing Penalty, Interval #2: 0 Network wide Queuing Penalty, All Intervals: 0 Queuing and Blocking Report 2026 Background Pm 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 1 Intersection: 3: Mallard Ave & pheasant Blvs , Interval #1 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 35 44 31 35 Average Queue (ft) 18 31 15 14 95th Queue (ft) 44 44 40 39 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Mallard Ave & pheasant Blvs , Interval #2 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 36 47 36 26 Average Queue (ft) 17 24 14 14 95th Queue (ft) 43 45 39 35 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Mallard Ave & pheasant Blvs , All Intervals Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 36 48 36 35 Average Queue (ft) 18 26 14 14 95th Queue (ft) 43 46 39 36 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2026 Background Pm 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 2 Intersection: 6: Game Farm Rd & Mallard Ave , Interval #1 Movement EB SB Directions Served LR TR Maximum Queue (ft) 30 17 Average Queue (ft) 15 2 95th Queue (ft) 39 16 Link Distance (ft) 323 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Game Farm Rd & Mallard Ave , Interval #2 Movement EB NB SB Directions Served LR LT TR Maximum Queue (ft) 30 12 29 Average Queue (ft) 22 1 3 95th Queue (ft) 43 9 16 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Game Farm Rd & Mallard Ave , All Intervals Movement EB NB SB Directions Served LR LT TR Maximum Queue (ft) 30 12 29 Average Queue (ft) 20 1 3 95th Queue (ft) 43 7 16 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2026 Background Pm 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 3 Intersection: 11: Pheasant Blvd /Oriole St & Site Access , Interval #1 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Pheasant Blvd /Oriole St & Site Access , Interval #2 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Pheasant Blvd /Oriole St & Site Access , All Intervals Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2026 Background Pm 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 4 Intersection: 14: Game Farm Rd & Site Access , Interval #1 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 14: Game Farm Rd & Site Access , Interval #2 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 14: Game Farm Rd & Site Access , All Intervals Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty, Interval #1: 0 Network wide Queuing Penalty, Interval #2: 0 Network wide Queuing Penalty, All Intervals: 0 Queuing and Blocking Report 2026 Build Pm 10/24/2024 6147 Game Farm TIA SimTraffic Report Page 1 Intersection: 3: Mallard Ave & pheasant Blvs , Interval #1 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 35 40 31 26 Average Queue (ft) 16 26 19 17 95th Queue (ft) 43 45 43 37 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Mallard Ave & pheasant Blvs , Interval #2 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 40 30 40 35 Average Queue (ft) 19 25 18 15 95th Queue (ft) 44 43 44 37 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Mallard Ave & pheasant Blvs , All Intervals Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 44 40 40 35 Average Queue (ft) 18 25 18 16 95th Queue (ft) 44 43 44 37 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2026 Build Pm 10/24/2024 6147 Game Farm TIA SimTraffic Report Page 2 Intersection: 6: Game Farm Rd & Mallard Ave , Interval #1 Movement EB NB Directions Served LR LT Maximum Queue (ft) 30 18 Average Queue (ft) 22 3 95th Queue (ft) 43 19 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Game Farm Rd & Mallard Ave , Interval #2 Movement EB NB Directions Served LR LT Maximum Queue (ft) 33 18 Average Queue (ft) 23 2 95th Queue (ft) 43 13 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Game Farm Rd & Mallard Ave , All Intervals Movement EB NB Directions Served LR LT Maximum Queue (ft) 33 24 Average Queue (ft) 23 2 95th Queue (ft) 43 14 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2026 Build Pm 10/24/2024 6147 Game Farm TIA SimTraffic Report Page 3 Intersection: 11: Pheasant Blvd /Oriole St & Site Access , Interval #1 Movement WB Directions Served LR Maximum Queue (ft) 11 Average Queue (ft) 3 95th Queue (ft) 10 Link Distance (ft) 211 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Pheasant Blvd /Oriole St & Site Access , Interval #2 Movement WB Directions Served LR Maximum Queue (ft) 11 Average Queue (ft) 1 95th Queue (ft) 6 Link Distance (ft) 211 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Pheasant Blvd /Oriole St & Site Access , All Intervals Movement WB Directions Served LR Maximum Queue (ft) 12 Average Queue (ft) 1 95th Queue (ft) 7 Link Distance (ft) 211 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2026 Build Pm 10/24/2024 6147 Game Farm TIA SimTraffic Report Page 4 Intersection: 14: Game Farm Rd & Site Access , Interval #1 Movement EB NB Directions Served LR LT Maximum Queue (ft) 4 12 Average Queue (ft) 1 3 95th Queue (ft) 3 16 Link Distance (ft) 510 71 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 14: Game Farm Rd & Site Access , Interval #2 Movement EB NB Directions Served LR LT Maximum Queue (ft) 4 6 Average Queue (ft) 1 0 95th Queue (ft) 3 5 Link Distance (ft) 510 71 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 14: Game Farm Rd & Site Access , All Intervals Movement EB NB Directions Served LR LT Maximum Queue (ft) 5 12 Average Queue (ft) 1 1 95th Queue (ft) 3 9 Link Distance (ft) 510 71 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty, Interval #1: 0 Network wide Queuing Penalty, Interval #2: 0 Network wide Queuing Penalty, All Intervals: 0 Queuing and Blocking Report 2031 Background Pm 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 1 Intersection: 3: Mallard Ave & pheasant Blvs , Interval #1 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 40 34 40 26 Average Queue (ft) 20 29 23 15 95th Queue (ft) 49 40 49 35 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Mallard Ave & pheasant Blvs , Interval #2 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 40 34 31 26 Average Queue (ft) 19 26 19 17 95th Queue (ft) 43 42 43 36 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Mallard Ave & pheasant Blvs , All Intervals Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 46 39 41 26 Average Queue (ft) 19 27 20 16 95th Queue (ft) 45 42 45 36 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2031 Background Pm 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 2 Intersection: 6: Game Farm Rd & Mallard Ave , Interval #1 Movement EB NB SB Directions Served LR LT TR Maximum Queue (ft) 30 5 28 Average Queue (ft) 24 1 4 95th Queue (ft) 43 8 23 Link Distance (ft) 323 350 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Game Farm Rd & Mallard Ave , Interval #2 Movement EB NB SB Directions Served LR LT TR Maximum Queue (ft) 38 18 32 Average Queue (ft) 24 1 2 95th Queue (ft) 44 9 15 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Game Farm Rd & Mallard Ave , All Intervals Movement EB NB SB Directions Served LR LT TR Maximum Queue (ft) 38 18 43 Average Queue (ft) 24 1 2 95th Queue (ft) 44 9 17 Link Distance (ft) 323 350 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2031 Background Pm 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 3 Intersection: 11: Pheasant Blvd /Oriole St & Site Access , Interval #1 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Pheasant Blvd /Oriole St & Site Access , Interval #2 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Pheasant Blvd /Oriole St & Site Access , All Intervals Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2031 Background Pm 10/16/2024 6147 Game Farm TIA SimTraffic Report Page 4 Intersection: 14: Game Farm Rd & Site Access , Interval #1 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 14: Game Farm Rd & Site Access , Interval #2 Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 14: Game Farm Rd & Site Access , All Intervals Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty, Interval #1: 0 Network wide Queuing Penalty, Interval #2: 0 Network wide Queuing Penalty, All Intervals: 0 Queuing and Blocking Report 2031 Build Pm 10/24/2024 6147 Game Farm TIA SimTraffic Report Page 1 Intersection: 3: Mallard Ave & pheasant Blvs , Interval #1 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 30 43 36 26 Average Queue (ft) 22 29 18 16 95th Queue (ft) 44 47 45 36 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Mallard Ave & pheasant Blvs , Interval #2 Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 35 44 31 31 Average Queue (ft) 19 28 18 16 95th Queue (ft) 44 44 42 37 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Mallard Ave & pheasant Blvs , All Intervals Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 35 52 36 31 Average Queue (ft) 20 28 18 16 95th Queue (ft) 44 45 43 37 Link Distance (ft) 190 323 250 478 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2031 Build Pm 10/24/2024 6147 Game Farm TIA SimTraffic Report Page 2 Intersection: 6: Game Farm Rd & Mallard Ave , Interval #1 Movement EB NB Directions Served LR LT Maximum Queue (ft) 30 29 Average Queue (ft) 23 5 95th Queue (ft) 43 23 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Game Farm Rd & Mallard Ave , Interval #2 Movement EB NB Directions Served LR LT Maximum Queue (ft) 38 24 Average Queue (ft) 25 2 95th Queue (ft) 43 13 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Game Farm Rd & Mallard Ave , All Intervals Movement EB NB Directions Served LR LT Maximum Queue (ft) 38 31 Average Queue (ft) 24 2 95th Queue (ft) 43 16 Link Distance (ft) 323 350 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2031 Build Pm 10/24/2024 6147 Game Farm TIA SimTraffic Report Page 3 Intersection: 11: Pheasant Blvd /Oriole St & Site Access , Interval #1 Movement WB Directions Served LR Maximum Queue (ft) 7 Average Queue (ft) 2 95th Queue (ft) 8 Link Distance (ft) 211 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Pheasant Blvd /Oriole St & Site Access , Interval #2 Movement WB Directions Served LR Maximum Queue (ft) 12 Average Queue (ft) 1 95th Queue (ft) 6 Link Distance (ft) 211 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Pheasant Blvd /Oriole St & Site Access , All Intervals Movement WB Directions Served LR Maximum Queue (ft) 12 Average Queue (ft) 1 95th Queue (ft) 7 Link Distance (ft) 211 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2031 Build Pm 10/24/2024 6147 Game Farm TIA SimTraffic Report Page 4 Intersection: 14: Game Farm Rd & Site Access , Interval #1 Movement EB Directions Served LR Maximum Queue (ft) 4 Average Queue (ft) 1 95th Queue (ft) 3 Link Distance (ft) 510 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 14: Game Farm Rd & Site Access , Interval #2 Movement EB NB Directions Served LR LT Maximum Queue (ft) 5 6 Average Queue (ft) 1 0 95th Queue (ft) 4 5 Link Distance (ft) 510 71 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 14: Game Farm Rd & Site Access , All Intervals Movement EB NB Directions Served LR LT Maximum Queue (ft) 5 6 Average Queue (ft) 1 0 95th Queue (ft) 4 4 Link Distance (ft) 510 71 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty, Interval #1: 0 Network wide Queuing Penalty, Interval #2: 0 Network wide Queuing Penalty, All Intervals: 0 SANDOW ENGINEERING GANSEN GAME FARM APPENDIX E:CRASH ANALYSIS SANDOW ENGINEERING 160 Madison Street, Suite A Eugene, Oregon 97402 541.513.3376 sandowengineering.com