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<br />Traffic Impact Study ii <br />New Brighton Exchange Update <br />TABLE OF CONTENTS <br /> <br />1. Introduction ............................................................................... 1 <br />2. Existing Conditions ................................................................... 2 <br />3. Forecasted Traffic ..................................................................... 8 <br />4. Analyses .................................................................................. 12 <br />5. Conclusions and Recommendations ..................................... 20 <br />6. Appendix .................................................................................. 21 <br /> <br /> <br /> <br />LIST OF TABLES & CHARTS <br /> <br />Figure 1 – Existing Study Intersection Configurations ......................................................... 2 <br />Table 1 – Existing Intersection Sight Distances for Passenger Vehicles ............................ 4 <br />Figure 2 – Adjusted 2019 Existing Intersection Peak Hour Counts ..................................... 6 <br />Table 2 – Intersection Crash Data (2017 – March 2019) ........................................................ 7 <br />Figure 3 – Concept Development Plan ................................................................................... 8 <br />Table 3 – New Trip Generation ................................................................................................ 9 <br />Figure 4 – 2033 Forecast Build Volumes .............................................................................. 11 <br />Chart 1 – A.M. Peak Hour Delays: Signal Controlled Intersections .................................... 12 <br />Chart 2 – P.M. Peak Hour Delays: Signal Controlled Intersections .................................... 13 <br />Chart 3 – A.M. Peak Hour Queues: Side Street Stop Sign Controlled Intersections ........ 14 <br />Chart 4 – P.M. Peak Hour Queues: Side Street Stop Sign Controlled Intersections ......... 14 <br />Chart 5 – Study Corridor Volume to Capacity ...................................................................... 17 <br />Chart 6 – Peak Hour Queues: Side Street Stop Sign Controlled Intersections – Old <br />Highway 8 as Three Lane Road ............................................................................................. 18 <br />Chart 7 – Peak Hour Queues: Side Street Stop Sign Controlled Intersections – Old <br />Highway 8 as Three Lane Road with Signals ....................................................................... 19 <br />