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
HCM Signalized Intersection Capacity Analysis <br />3: Dublin Canyon Rd & Canyon Meadows Dr 03/17/2023 <br />Scenario 1 Hidden Canyon-Lester Property TIS 7:00 am 09/10/2019 Existing Plus Project Conditions Synchro 11 Report <br />TJKM Page 1 <br />Movement EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Volume (vph)7 858 174 44 27 4 <br />Future Volume (vph)7 858 174 44 27 4 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 <br />Total Lost time (s)5.8 5.8 5.8 5.8 5.8 <br />Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 <br />Frt 1.00 1.00 0.97 1.00 0.85 <br />Flt Protected 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (prot)1829 1925 1872 1829 1636 <br />Flt Permitted 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (perm)1829 1925 1872 1829 1636 <br />Peak-hour factor, PHF 0.92 0.92 0.90 0.90 0.75 0.75 <br />Adj. Flow (vph) 8 933 193 49 36 5 <br />RTOR Reduction (vph)005005 <br />Lane Group Flow (vph) 8 933 237 0 36 0 <br />Turn Type Prot NA NA Prot Perm <br />Protected Phases 1 6 2 8 <br />Permitted Phases 8 <br />Actuated Green, G (s) 3.9 51.6 41.9 4.1 4.1 <br />Effective Green, g (s) 3.9 51.6 41.9 4.1 4.1 <br />Actuated g/C Ratio 0.05 0.72 0.58 0.06 0.06 <br />Clearance Time (s)5.8 5.8 5.8 5.8 5.8 <br />Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 <br />Lane Grp Cap (vph)99 1383 1092 104 93 <br />v/s Ratio Prot 0.00 c0.48 0.13 c0.02 <br />v/s Ratio Perm 0.00 <br />v/c Ratio 0.08 0.67 0.22 0.35 0.00 <br />Uniform Delay, d1 32.2 5.5 7.1 32.6 31.9 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 0.4 1.3 0.1 2.0 0.0 <br />Delay (s)32.6 6.8 7.2 34.6 31.9 <br />Level of Service C A A C C <br />Approach Delay (s)7.1 7.2 34.2 <br />Approach LOS A A C <br />Intersection Summary <br />HCM 2000 Control Delay 8.0 HCM 2000 Level of Service A <br />HCM 2000 Volume to Capacity ratio 0.69 <br />Actuated Cycle Length (s) 71.8 Sum of lost time (s)19.4 <br />Intersection Capacity Utilization 59.0% ICU Level of Service B <br />Analysis Period (min)15 <br />c Critical Lane Group <br />t
The URL can be used to link to this page
Your browser does not support the video tag.