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MA 20-2
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TPR Analysis
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Last modified
1/26/2021 1:14:49 PM
Creation date
1/26/2021 1:13:45 PM
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Template:
PDD_Planning_Development
File Type
MA
File Year
20
File Sequence Number
2
Application Name
1400 Cross Street
Document Type
Supplemental Materials
Document_Date
10/20/2020
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Yes
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<br />LIST OF TABLES <br />TABLE 1: ROADWAY CHARACTERISTICS WITHIN STUDY AREA .............................................................. 7 <br />TABLE 2: INTERSECTION CRASH RATES................................................................................................12 <br />TABLE 3: WORST CASE-TRIP GENERATION EXISTING ZONING ............................................................ 17 <br />TABLE 4: LAND USE CATEGORIES.........................................................................................................17 <br />TABLE 5: WORST CASE-TRIP GENERATION PROPOSED ZONING.......................................................... 18 <br />TABLE 6: WORST CASE-TRIP GENERATION PROPOSED ZONING-ALT A ............................................... 19 <br />TABLE 7: WORST CASE-TRIP GENERATION PROPOSED ZONING-ALT B ............................................... 19 <br />TABLE 8: HCM LEVEL OF SERVICE FOR INTERSECTIONS ...................................................................... 23 <br />TABLE 9: INTERSECTION PERFORMANCE: YEAR 2020 EXISTING PM PEAK HOUR ............................... 24 <br />TABLE 10: INTERSECTION PERFORMANCE: YEAR 2035 PM PEAK HOUR ............................................. 24 <br />TABLE 11: INTERSECTION QUEUING: YEAR 2035 PM PEAK HOUR ...................................................... 26 <br />TABLE 12: WORST CASE-TRIP GENERATION PROPOSED ZONING-ADT................................................ 27 <br />LIST OF FIGURES <br />FIGURE 1: SITE LOCATION AND VICINITY MAP ..................................................................................... 6 <br />FIGURE 2: EXISTING LANE CONFIGURATION AND INTERSECTION CONTROL ....................................... 9 <br />FIGURE 3: EXISTING TRANSPORTATION SYSTEM ................................................................................ 10 <br />FIGURE 4: SURROUNDING LAND USES ................................................................................................ 11 <br />FIGURE 5: YEAR 2020 EXISTING PM PEAK HOUR BACKGROUND TRAFFIC VOLUMES ......................... 14 <br />FIGURE 6: YEAR 2035 PM PEAK HOUR BACKGROUND TRAFFIC VOLUMES ........................................ 15 <br />FIGURE 7: DEVELOPMENT TRIP DISTRIBUTION-(ADDITIONAL TRIPS FROM ZONE CHANGE).............21 <br />FIGURE 8: YEAR 2035 PM PEAK HOUR TRAFFIC VOLUMES WITH ZONE CHANGE ............................... 22 <br />LIST OF APPENDICES <br />APPENDIX A: SCOPE OF WORK <br />APPENDIX B: CRASH DATA <br />APPENDIX C: TRAFFIC COUNTS <br />APPENDIX D: SYNCHRO OUTPUT <br />APPENDIX E: QUEUING ANALYSIS OUTPUT <br /> <br /> <br /> <br /> <br />1400 Cross Street- Eugene, Oregon3 <br />February 25, 2020/Revised October 22, 2020 <br /> <br />
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