My WebLink
|
Help
|
About
|
Sign Out
3_Exhibit B
City of Pleasanton
>
BOARDS AND COMMISSIONS
>
PLANNING
>
AGENDA PACKETS
>
2020 - PRESENT
>
2023
>
02-22
>
3_Exhibit B
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/16/2023 1:15:46 PM
Creation date
2/16/2023 1:06:44 PM
Metadata
Fields
Template:
CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
2/22/2023
DESTRUCT DATE
15Y
Document Relationships
3
(Message)
Path:
\BOARDS AND COMMISSIONS\PLANNING\AGENDA PACKETS\2020 - PRESENT\2023\02-22
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.
/
248
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 Cumulative Conditions <br />2: Foothill Rd & I-580 EB Timing Plan: AM PEAK <br />Stoneridge Mall Residential Project 6:00 am 05/06/2010 Existing + Approved + Stoneridge Residential Synchro 10 Report <br />Page 2 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)490 0 889 0 0 0 0 766 326 0 1591 440 <br />Future Volume (vph)490 0 889 0 0 0 0 766 326 0 1591 440 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Total Lost time (s)4.0 4.0 3.0 3.0 4.0 4.0 <br />Lane Util. Factor 0.97 0.88 0.91 1.00 0.95 1.00 <br />Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 <br />Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 <br />Frt 1.00 0.85 1.00 0.85 1.00 0.85 <br />Flt Protected 0.95 1.00 1.00 1.00 1.00 1.00 <br />Satd. Flow (prot)3433 2787 5085 1583 3539 1583 <br />Flt Permitted 0.95 1.00 1.00 1.00 1.00 1.00 <br />Satd. Flow (perm)3433 2787 5085 1583 3539 1583 <br />Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 <br />Adj. Flow (vph)516 0 936 0 0 0 0 806 343 0 1675 463 <br />RTOR Reduction (vph)0 0 36 0 0 0 0 0 0 0 0 0 <br />Lane Group Flow (vph)516 0 900 0 0 0 0 806 343 0 1675 463 <br />Confl. Peds. (#/hr)3 2 <br />Confl. Bikes (#/hr)1 1 <br />Turn Type Prot Prot NA custom NA pt+ov <br />Protected Phases 8 8 1 2 2 8 6 6 8 <br />Permitted Phases <br />Actuated Green, G (s)30.5 30.5 50.5 68.9 50.5 90.5 <br />Effective Green, g (s)31.0 31.0 50.5 70.9 51.5 87.0 <br />Actuated g/C Ratio 0.34 0.34 0.56 0.78 0.57 0.96 <br />Clearance Time (s)4.5 4.5 5.0 <br />Vehicle Extension (s)2.5 2.5 2.5 <br />Lane Grp Cap (vph)1175 954 2837 1240 2013 1521 <br />v/s Ratio Prot 0.15 c0.32 0.16 0.22 c0.47 0.29 <br />v/s Ratio Perm <br />v/c Ratio 0.44 0.94 0.28 0.28 0.83 0.30 <br />Uniform Delay, d1 23.0 28.9 10.5 2.7 16.0 0.1 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 0.2 17.0 0.0 0.1 3.0 0.1 <br />Delay (s)23.2 45.9 10.5 2.8 19.0 0.2 <br />Level of Service C D B A B A <br />Approach Delay (s)37.8 0.0 8.2 14.9 <br />Approach LOS D A A B <br />Intersection Summary <br />HCM 2000 Control Delay 20.3 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio 0.92 <br />Actuated Cycle Length (s)90.5 Sum of lost time (s)12.0 <br />Intersection Capacity Utilization 81.7%ICU Level of Service D <br />Analysis Period (min)15 <br />c Critical Lane Group
The URL can be used to link to this page
Your browser does not support the video tag.