My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1622 E MARINE VIEW DR WHOLE SITE 2022-02-01
>
Address Records
>
E MARINE VIEW DR
>
1622
>
WHOLE SITE
>
1622 E MARINE VIEW DR WHOLE SITE 2022-02-01
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/1/2022 2:59:04 PM
Creation date
5/5/2021 11:01:10 AM
Metadata
Fields
Template:
Address Document
Street Name
E MARINE VIEW DR
Street Number
1622
Tenant Name
WHOLE SITE
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
932
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).
View images
View plain text
HCM 2010 Signalized Intersection Summary <br />1: Marine View Driv & 16th Street 6/1/2017 <br />Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR <br />Lane Configurations <br />Volume (veh/h) <br />24 <br />1 <br />318 <br />6 <br />2 <br />3 <br />4 <br />582 <br />14 <br />64 <br />474 <br />3 <br />Number <br />7 <br />4 <br />14 <br />3 <br />8 <br />18 <br />1 <br />6 <br />16 <br />5 <br />2 <br />12 <br />Initial Q (Qb), veh <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Ped-Bike Adj(A_pbT) <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Parking Bus, Adj <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Adj Sat Flow, veh/hlln <br />1900 <br />1863 <br />1863 <br />1900 <br />1863 <br />1900 <br />1863 <br />1863 <br />1900 <br />1863 <br />1863 <br />1863 <br />Adj Flow Rate, veh/h <br />26 <br />1 <br />346 <br />7 <br />2 <br />3 <br />4 <br />633 <br />15 <br />70 <br />515 <br />3 <br />Adj No. of Lanes <br />0 <br />1 <br />1 <br />0 <br />1 <br />0 <br />1 <br />1 <br />0 <br />1 <br />1 <br />1 <br />Peak Hour Factor <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />Percent Heavy Veh, % <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />Cap, veh/h <br />465 <br />16 <br />396 <br />261 <br />80 <br />80 <br />8 <br />892 <br />21 <br />381 <br />996 <br />847 <br />Arrive On Green <br />0.25 <br />0.25 <br />0.25 <br />0.25 <br />0.25 <br />0.25 <br />0.00 <br />0.49 <br />0.49 <br />0.05 <br />0.53 <br />0.53 <br />Sat Flow, veh/h <br />1364 <br />63 <br />1583 <br />645 <br />318 <br />321 <br />1774 <br />1812 <br />43 <br />1774 <br />1863 <br />1583 <br />Grp Volume(v), veh/h <br />27 <br />0 <br />346 <br />12 <br />0 <br />0 <br />4 <br />0 <br />648 <br />70 <br />515 <br />3 <br />Grp Sat Flow(s),veh/h/In <br />1426 <br />0 <br />1583 <br />1284 <br />0 <br />0 <br />1774 <br />0 <br />1855 <br />1774 <br />1863 <br />1583 <br />Q Serve(g_s), s <br />0.5 <br />0.0 <br />11.9 <br />0.0 <br />0.0 <br />0.0 <br />0.1 <br />0.0 <br />15.5 <br />1.1 <br />10.1 <br />0.1 <br />Cycle Q Clear(g_c), s <br />0.7 <br />0.0 <br />11.9 <br />0.3 <br />0.0 <br />0.0 <br />0.1 <br />0.0 <br />15.5 <br />1.1 <br />10.1 <br />0.1 <br />Prop In Lane <br />0.96 <br />1.00 <br />0.58 <br />0.25 <br />1.00 <br />0.02 <br />1.00 <br />1.00 <br />Lane Grp Cap(c), veh/h <br />481 <br />0 <br />396 <br />421 <br />0 <br />0 <br />8 <br />0 <br />913 <br />381 <br />996 <br />847 <br />V/C Ratio(X) <br />0.06 <br />0.00 <br />0.87 <br />0.03 <br />0.00 <br />0.00 <br />0.52 <br />0.00 <br />0.71 <br />0.18 <br />0.52 <br />0.00 <br />Avail Cap(c_a), veh/h <br />525 <br />0 <br />445 <br />459 <br />0 <br />0 <br />125 <br />0 <br />913 <br />422 <br />996 <br />847 <br />HCM Platoon Ratio <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Upstream Filter(I) <br />1.00 <br />0.00 <br />1.00 <br />1.00 <br />0.00 <br />0.00 <br />1.00 <br />0.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Uniform Delay (d), s/veh <br />16.3 <br />0.0 <br />20.5 <br />16.1 <br />0.0 <br />0.0 <br />28.3 <br />0.0 <br />11.3 <br />8.5 <br />8.5 <br />6.2 <br />Incr Delay (d2), s/veh <br />0.0 <br />0.0 <br />16.0 <br />0.0 <br />0.0 <br />0.0 <br />46.0 <br />0.0 <br />4.7 <br />0.2 <br />1.9 <br />0,0 <br />Initial Q Delay(d3),s/veh <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />%ile BackOfQ(50%),veh/ln <br />0.3 <br />0.0 <br />6.9 <br />0.1 <br />0.0 <br />0.0 <br />0.2 <br />0.0 <br />9.1 <br />0.5 <br />5.7 <br />0.0 <br />LnGrp Delay(d),s/veh <br />16.3 <br />0.0 <br />36.5 <br />16.1 <br />0.0 <br />0.0 <br />74.3 <br />0.0 <br />15.9 <br />8.8 <br />10.4 <br />6.2 <br />LnGrp LOS <br />B <br />D <br />B <br />E <br />B <br />A <br />B <br />A <br />Approach Vol, veh/h <br />373 <br />12 <br />652 <br />588 <br />Approach Delay, s/veh <br />35.0 <br />16.1 <br />16.3 <br />10.2 <br />Approach LOS <br />C <br />B <br />B <br />B <br />Timer <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />Assigned Phs <br />1 <br />2 <br />4 <br />5 <br />6 <br />8 <br />Phs Duration (G+Y+Rc), s <br />4.2 <br />34.4 <br />18.2 <br />6.7 <br />32.0 <br />18.2 <br />Change Period (Y+Rc), s <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />Max Green Setting (Gmax), s <br />4.0 <br />28.0 <br />16.0 <br />4.0 <br />28.0 <br />16.0 <br />Max Q Clear Time (g_c+l1), s <br />2.1 <br />12.1 <br />13.9 <br />3.1 <br />17.5 <br />2.3 <br />Green Ext Time (p-c), s <br />0.0 <br />7.2 <br />0.3 <br />0.0 <br />5.5 <br />1.2 <br />Intersection Summary <br />HCM 2010 Ctrl Delay <br />18.4 <br />HCM 2010 LOS <br />B <br />Shaffer Assemblage 10:00 am 6/1/2017 2017 Existing PM Peak Hour Synchro 8 Report <br />TENW Page 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.