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Page 3 <br />outlined in the exhibits, it is anticipated that the right-in from Armstrong Boulevard would serve <br />around 70 vehicles in the peak hour. <br />The full distribution of traffic to/from the proposed development without the proposed right-in access <br />are shown inExhibit 5, the site trips without the proposed right-in access are shown inExhibit 6, and <br />the 2026 Build no right-in traffic volumes are shown inExhibit 7. <br />CAPACITY ANALYSIS <br />Capacity analysis was conducted for the Build (2026) conditions with and without the proposed right- <br />in access point to determine the impact of the including the access for the proposed development. <br />Analysis was conducted using microsimulation software SimTraffic within Synchro 12 to model the <br />delay and queueing experienced at the study intersections in each scenario. <br />The Build (2026) No Right-in conditions capacity analysis results are shown below. All movements at <br />th <br />the intersection of Armstrong Boulevard & 147 Avenue are anticipated to operate at LOS D or better <br />during the AM and PM peak hours. The intersection operates at LOS B overall in the AM peak hour <br />and LOS C in the PM peak hour. Results are included below inTable 2; detailed SimTraffic reports are <br />included as an attachment. <br />Table 2: Build (2026) No Right-in conditions Capacity Analysis <br />Operations by Movement (delay sec/veh) <br />IntersectionControlApproachAM Peak HourPM Peak Hour <br />LeftThroughRightOverallLeftThroughRightOverall <br />EBD (36)D (44)A (9)C (34)D (46)A (10) <br />Armstrong <br />WBD (36)D (37)A (5)D (37)D (38)A (9) <br />Boulevard <br />SignalB (19)C (22) <br />th <br />& 147 <br />NBD (37)B (16)A (7)D (45) C (201)A (8) <br />Avenue <br />SBD (37)B (15)A (5)D (40)B (19)A (5) <br />Analysis of the Build (2026) With Right-in conditions capacity analysis indicated that the addition of <br />the right-in only access point has minimal impact on the delays at the intersection of Armstrong <br />th <br />Boulevard & 147 Avenue. Additionally, the right-in access point would have minimal delay. Overall, <br />the addition of a right-in access point is not anticipated to have an adverse impact on the traffic <br />operations of the adjacent roadway network. Results are included below inTable 3; detailed <br />SimTraffic reports are included as an attachment. <br />ljnmfz.ipso/dpn22::6!Tjohmfusff!Mbof-!Tvjuf!336-!Fefo!Qsbjsjf-!NO!66455762.756.52:8 <br /> <br />