APPENDICES C APPENDIX C: CALCULATION WORKSHEETS FOR FREEWAY SEGMENTS AND FREEWAY WEAVE ANALYSIS
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1 APPENDICES C APPENDIX C: CALCULATION WORKSHEETS FOR FREEWAY SEGMENTS AND FREEWAY WEAVE ANALYSIS Public Review Draft Existing Conditions Report Page C-1 October 2015
2 SIA PLAN UPDATE This page was intentionally left blank. Page C-2 Public Review Draft Existing Conditions Report October 2015
3 Basic Segment Analysis
4 Merge-Diverge Analysis Merge Analysis AM Peak Hour Merge Analysis PM Peak Hour Diverge Analysis AM Peak Hour Diverge Analysis PM Peak Hour
5 file:///c:/users/vkiattikomol/appdata/local/temp/s2k13a3.tmp AM Peak /Dir of Travel SR-65 NB Weaving Segment Location Twelve Bridges to Old Hwy ft free-flow speed, FFS V FF V RF V FR V RR V NW 900 V = 1728 V W 828 VR lc Minimum weaving lane changes, LC 828 lc/h 1057 lc/h 529 lc/h 1586 lc/h 153 Weaving Segment Speed, Density, of Service, and Capacity 1647 veh/h Weaving intensity factor, W veh/h 62.5 mph Weaving segment v/c ratio mph 9.2 pc/mi/ln Average non-weaving speed, S NW 61.3 mph of Service, LOS A Maximum weaving length, L MAX 7584 ft Chapter 13, " Merge and Diverge Segments". Copyright 2014 University of Florida, All Rights Reserved HCS 2010 TM Version 6.65 Generated: 9:07 PM
6 file:///c:/users/vkiattikomol/appdata/local/temp/s2kfae6.tmp PM Peak /Dir of Travel SR-65 NB Weaving Segment Location Twelve Bridges to Old Hwy ft free-flow speed, FFS V FF V RF V FR V RR V NW 1412 V = 2775 V W 1363 VR lc Minimum weaving lane changes, LC 1363 lc/h 1592 lc/h 634 lc/h 2226 lc/h 240 Weaving Segment Speed, Density, of Service, and Capacity 2647 veh/h Weaving intensity factor, W veh/h 58.8 mph Weaving segment v/c ratio mph 15.7 pc/mi/ln Average non-weaving speed, S NW 55.7 mph of Service, LOS B Maximum weaving length, L MAX 7723 ft Chapter 13, " Merge and Diverge Segments". Copyright 2014 University of Florida, All Rights Reserved HCS 2010 TM Version 6.65 Generated: 9:30 PM
7 file:///c:/users/vkiattikomol/appdata/local/temp/s2k79e4.tmp AM Peak /Dir of Travel SR-65 SB Weaving Segment Location Old Hwy 65 to Twelve Bridges 2000ft free-flow speed, FFS V FF V RF V FR V RR V NW 2241 V = 3389 V W 1148 VR lc Minimum weaving lane changes, LC 1148 lc/h 1400 lc/h 968 lc/h 2368 lc/h 448 Weaving Segment Speed, Density, of Service, and Capacity 3213 veh/h Weaving intensity factor, W veh/h 58.4 mph Weaving segment v/c ratio mph 19.4 pc/mi/ln Average non-weaving speed, S NW 56.3 mph of Service, LOS B Maximum weaving length, L MAX 6003 ft Chapter 13, " Merge and Diverge Segments". Copyright 2014 University of Florida, All Rights Reserved HCS 2010 TM Version 6.65 Generated: 9:31 PM
8 file:///c:/users/vkiattikomol/appdata/local/temp/s2k3a84.tmp PM Peak /Dir of Travel SR-65 SB Weaving Segment Location Old Hwy 65 to Twelve Bridges 2000ft free-flow speed, FFS V FF V RF V FR V RR V NW 1864 V = 2720 V W 856 VR lc Minimum weaving lane changes, LC 856 lc/h 1108 lc/h 890 lc/h 1998 lc/h 373 Weaving Segment Speed, Density, of Service, and Capacity 2578 veh/h Weaving intensity factor, W veh/h 60.7 mph Weaving segment v/c ratio mph 14.9 pc/mi/ln Average non-weaving speed, S NW 59.5 mph of Service, LOS B Maximum weaving length, L MAX 5742 ft Chapter 13, " Merge and Diverge Segments". Copyright 2014 University of Florida, All Rights Reserved HCS 2010 TM Version 6.65 Generated: 9: PM
9 file:///c:/users/vkiattikomol/appdata/local/temp/s2kc085.tmp AM Peak /Dir of Travel SR-65 SB Weaving Segment Location Blue Oaks to Pleasant Grove ft free-flow speed, FFS V FF V RF V FR V RR V NW 3266 V = 4816 V W 1550 VR lc Minimum weaving lane changes, LC 1550 lc/h 1830 lc/h 1396 lc/h 3226 lc/h 784 Weaving Segment Speed, Density, of Service, and Capacity 4564 veh/h Weaving intensity factor, W veh/h 54.2 mph Weaving segment v/c ratio mph 29.6 pc/mi/ln Average non-weaving speed, S NW 51.1 mph of Service, LOS D Maximum weaving length, L MAX 5819 ft Chapter 13, " Merge and Diverge Segments". Copyright 2014 University of Florida, All Rights Reserved HCS 2010 TM Version 6.65 Generated: 9:45 PM
10 file:///c:/users/vkiattikomol/appdata/local/temp/s2keb8b.tmp PM Peak /Dir of Travel SR-65 SB Weaving Segment Location Blue Oaks to Pleasant Grove ft free-flow speed, FFS V FF V RF V FR V RR V NW 3252 V = 4819 V W 1567 VR lc Minimum weaving lane changes, LC 1567 lc/h 1847 lc/h 1393 lc/h 3240 lc/h 780 Weaving Segment Speed, Density, of Service, and Capacity 4568 veh/h Weaving intensity factor, W veh/h 54.2 mph Weaving segment v/c ratio mph 29.6 pc/mi/ln Average non-weaving speed, S NW 51.0 mph of Service, LOS D Maximum weaving length, L MAX 5855 ft Chapter 13, " Merge and Diverge Segments". Copyright 2014 University of Florida, All Rights Reserved HCS 2010 TM Version 6.65 Generated: 9:47 PM
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