Browse
Search
Planning Board - 081920 Agenda Packet
OrangeCountyNC
>
Advisory Boards and Commissions - Active
>
Orange County Planning Board
>
Agendas
>
2020
>
Planning Board - 081920 Agenda Packet
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/17/2020 12:13:04 PM
Creation date
8/17/2020 11:56:01 AM
Metadata
Fields
Template:
BOCC
Date
8/19/2020
Meeting Type
Regular Meeting
Document Type
Agenda
Document Relationships
081920 Spec Planning Board Minutes
(Message)
Path:
\Advisory Boards and Commissions - Active\Orange County Planning Board\Minutes\2020
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
125
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
Lanes, Volumes, Timings <br />120: Old NC 86 & I-40 EB Ramp 08/05/2020 <br />Hillsborough Industrial Site 7:00 am 03/19/2020 2023 Build-Improved AM Synchro 10 Report <br />Stantec Page 4 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 157 4 153 0000453996313770 <br />Future Volume (vph) 157 4 153 0000453996313770 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Storage Length (ft)0 200 0 0 0 0 0 0 <br />Storage Lanes 0 1 0 0 0 0 1 0 <br />Taper Length (ft)100 100 100 100 <br />Lane Util. Factor 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 />Frt 0.850 0.976 <br />Flt Protected 0.953 0.950 <br />Satd. Flow (prot)0 1775 1583 00001818 0 1770 1863 0 <br />Flt Permitted 0.953 0.950 <br />Satd. Flow (perm)0 1775 1583 00001818 0 1770 1863 0 <br />Right Turn on Red No No No No <br />Satd. Flow (RTOR) <br />Link Speed (mph)55 55 45 45 <br />Link Distance (ft)1173 557 452 723 <br />Travel Time (s)14.5 6.9 6.8 11.0 <br />Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br />Adj. Flow (vph)174 4 170 00005031107014190 <br />Shared Lane Traffic (%) <br />Lane Group Flow (vph) 0 178 170 000061307014190 <br />Enter Blocked Intersection No No No No No No No Yes No No Yes No <br />Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right <br />Median Width(ft)0 0 24 24 <br />Link Offset(ft)0000 <br />Crosswalk Width(ft) 16 16 16 16 <br />Two way Left Turn Lane <br />Headway Factor 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 />Turning Speed (mph) 15 9 15 9 15 9 15 9 <br />Number of Detectors 1 2 1 2 1 2 <br />Detector Template Left Thru Right Thru Left Thru <br />Leading Detector (ft)20 100 20 100 20 100 <br />Trailing Detector (ft)0 0 0 0 0 0 <br />Detector 1 Position(ft)0 0 0 0 0 0 <br />Detector 1 Size(ft)20 6 20 6 20 6 <br />Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex <br />Detector 1 Channel <br />Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 <br />Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 <br />Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 <br />Detector 2 Position(ft)94 94 94 <br />Detector 2 Size(ft)6 6 6 <br />Detector 2 Type Cl+Ex Cl+Ex Cl+Ex <br />Detector 2 Channel <br />Detector 2 Extend (s)0.0 0.0 0.0 <br />Turn Type Perm NA Perm NA Prot NA <br />Protected Phases 4 2 1 6 <br />Permitted Phases 4 4 <br />70
The URL can be used to link to this page
Your browser does not support the video tag.