My WebLink
|
Help
|
About
|
Sign Out
Appendix H - Transportation Supporting Information COMBINED
City of Pleasanton
>
BOARDS AND COMMISSIONS
>
PLANNING
>
AGENDA PACKETS
>
2020 - PRESENT
>
2025
>
12-10
>
ITEM 5 EXHIBIT A
>
Appendix H - Transportation Supporting Information COMBINED
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/2/2025 4:02:55 PM
Creation date
12/2/2025 3:59:37 PM
Metadata
Fields
Template:
CITY CLERK
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
206
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
+&0WK6LJQDOL]HG,QWHUVHFWLRQ6XPPDU\&XPXODWLYH1R3URMHFW$0 <br />'XEOLQ&DQ\RQ5G&DQ\RQ:D\ )RRWKLOO5G 09/13/2019 <br />Hidden Canyon (Lester Property) TIS Synchro 10 Report <br />TJKM Page 1 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 184 127 204 20 29 300 98 830 30 970 1250 287 <br />Future Volume (veh/h) 184 127 204 20 29 300 98 830 30 970 1250 287 <br />Initial Q (Qb), veh 000000000000 <br />Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 1.00 1.00 0.97 1.00 0.99 <br />Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Work Zone On Approach No No No No <br />Adj Sat Flow, veh/h/ln 1945 1945 1945 1945 1945 1945 1945 1945 1945 1945 1945 1945 <br />Adj Flow Rate, veh/h 200 138 222 22 32 326 107 902 33 1054 1359 312 <br />Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br />Percent Heavy Veh, % 222222222222 <br />Cap, veh/h 372 474 520 68 345 1395 251 1453 53 1046 2643 773 <br />Arrive On Green 0.10 0.24 0.24 0.04 0.18 0.18 0.07 0.28 0.25 0.29 0.50 0.47 <br />Sat Flow, veh/h 3594 1945 1575 1853 1945 2901 3594 5252 192 3594 5310 1636 <br />Grp Volume(v), veh/h 200 138 222 22 32 326 107 607 328 1054 1359 312 <br />Grp Sat Flow(s),veh/h/ln 1797 1945 1575 1853 1945 1451 1797 1770 1904 1797 1770 1636 <br />Q Serve(g_s), s 4.2 4.6 8.7 0.9 1.1 5.2 2.3 11.8 11.9 23.0 13.7 9.8 <br />Cycle Q Clear(g_c), s 4.2 4.6 8.7 0.9 1.1 5.2 2.3 11.8 11.9 23.0 13.7 9.8 <br />Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00 <br />Lane Grp Cap(c), veh/h 372 474 520 68 345 1395 251 979 527 1046 2643 773 <br />V/C Ratio(X) 0.54 0.29 0.43 0.32 0.09 0.23 0.43 0.62 0.62 1.01 0.51 0.40 <br />Avail Cap(c_a), veh/h 455 763 754 187 714 1945 364 1164 626 1046 2754 807 <br />HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Uniform Delay (d), s/veh 33.6 24.3 20.9 37.1 27.2 12.0 35.2 25.0 25.1 28.0 13.4 13.6 <br />Incr Delay (d2), s/veh 0.4 0.1 0.2 1.0 0.0 0.0 0.4 1.4 2.7 29.8 0.3 0.7 <br />Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />%ile BackOfQ(50%),veh/ln 1.8 2.0 3.0 0.4 0.5 1.5 0.9 4.7 5.3 13.2 4.6 3.4 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 34.1 24.5 21.1 38.1 27.3 12.0 35.7 26.4 27.8 57.8 13.7 14.3 <br />LnGrp LOS CCCDCBDCCFBB <br />Approach Vol, veh/h 560 380 1042 2725 <br />Approach Delay, s/veh 26.6 14.8 27.8 30.8 <br />Approach LOS C B C C <br />Timer - Assigned Phs 12345678 <br />Phs Duration (G+Y+Rc), s 26.0 24.9 11.2 17.0 8.5 42.3 5.9 22.3 <br />Change Period (Y+Rc), s 4.0 6.0 5.0 5.0 4.0 6.0 4.0 5.0 <br />Max Green Setting (Gmax), s 22.0 23.0 8.0 27.0 7.0 38.0 7.0 29.0 <br />Max Q Clear Time (g_c+I1), s 25.0 13.9 6.2 7.2 4.3 15.7 2.9 10.7 <br />Green Ext Time (p_c), s 0.0 4.9 0.1 1.0 0.0 15.6 0.0 0.7 <br />Intersection Summary <br />HCM 6th Ctrl Delay 28.4 <br />HCM 6th LOS C <br />lt t .,,.,, ltlt ttf+ ltlt ttt
The URL can be used to link to this page
Your browser does not support the video tag.