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Two-Way Stop Control
Page 1 of 1
nNO.WAYSTOPCONTROLSUMMARY
General Information Site Information
Analyst PB Intersection Tassajara/N. Dublin Ranch
Agency/Co. TJKM Jurisdiction City of Dublin
Date Performed 4/23/2003 Analysis Year 2003
Analysis Time Period AM Peak
Project Description 157-164
EastlWest Street N. Dublin Ranch North/South Street: Tassaiara
Intersection Orientation: North-South IStudy Period -(hrs): 0.25
Vehicle Volumes and Adiustments
Maior Street Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
Volume 8 230 44 2 567 1
Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Hourly Flow Rate, HFR 8 255 48 2 630 1
Percent Heavy Vehicles 0 - - 0 - -
Median Type Undivided
RT Channelized 0 0
Lanes 1 2 1 1 2 1
Configuration L T R L T R
Upstream Signal 0 0
Minor Street Westbound Eastbound
Movement 7 8 9 10 11 12
L T R L T R
Volume 101 1 6 0 0 4
Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Hourly Flow Rate, HFR 112 1 6 0 0 4
Percent Heavy Vehicles 0 0 0 0 0 0
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 1 1 0 1 1 0
Confiauration L TR L TR
Delav. Queue Lenath and Level of Service
Approach NB S8 Westbound Eastbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration L L L TR L TR
v (vph) 8 2 112 7 0 4
C (m) (vph) 961 1269 390 682 285 687
vIe 0.01 0.00 0.29 0.01 0.00 {J01
95% queue length 0.03 0.00 1.17 0.03 0.00 0.02
Control Delay 8.8 7.8 17.9 10.3 17.6 10.3
LOS A A C B C B
iApproach Delay - - 17.5 10.3
iApproach LOS - - C B
HCS2000TM
Copyright () 2000 University of Florida, All Rights Reserved
Version 4.1 a
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Page 1 of 1
Two-Way Stop Control
TWO-WAY STOP CONTROL SUMMARY
General Information Site Information
Analyst PB Intersection TassajaralN. Dublin Ranch
Agency/Co. TJKM Jurisdiction City of Dublin
Date Performed 4/23/2003 Analysis Year 2003
lAnalvsis Time Period PM Peak
Project Description 157-164
EastlWest Street N. Dublin Ranch North/South Street Tassajara
Intersection Orientation: North-South IStudv Period (hrs): 0.25
Vehicle Volumes and Adiustments
Maior Street Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
Volume 4 456 79 2 164 0
Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Hourly Flow Rate, HFR 4 506 87 2 182 0
Percent Heavy Vehicles 0 - - 0 - -
Median Type Undivided
RT Channelized 0 0
Lanes 1 2 1 1 2 1
Configuration L T R L T R
Ucstream Sienal 0 0
Minor Street , Westbound Eastbound
Movement 7 8 9 10 1~ 12
L T R L T R
Volume 39 0 6 0 1 4
Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Hourlv Flow Rate, HFR 43 0 6 0 1 4
Percent Heavy Vehicles 0 0 0 0 0 0
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 1 1 0 1 1 0
Configuration L TR L TR
Delav. Queue Lenath and Level of Service
Approach NB sa Westbound Eastbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration L L L TR L TR
v (vph) 4 2 43 6 0 5
C (m) (vph) 1405 993 379 753 494 687
II/C 0.00 0.00 0.11 0.01 0.00 0.01
95% queue length 0.01 0.01 0.38 0.02 0.00 0.02
Control Delay 7.6 8.6 15.7 9.8 12.3 10.3
LOS A A C A B B
Approach Delay - - 15.0- 10.3
Approach LOS - - B B
HCS2000TM
Copyright C 2000 UnÍVersity of Florida, All Rights Reserved
_L_'" ....^_ _ ..Jnl ....t'\t""_..:___\ nl;..........^...~\ I 1"\,..",,10/_ ..,nC::ot+in,.,c:\ Tømn\11?
Version 4.1a
4/?41?OO~
Two-Way Stop Control
Page 1 of 1
TWO-WAY STOP CONTROL SUMMARY
General Information Site Information
Analyst PB Intersection Tassajara ReI/Quarry Ln
Agency/Co. TJKM Jurisdiction City of DubUn
Date Performed 4/23/2003 Analysis Year 2003
Analysis Time Period AM Peak
Proiect Description 157-164
EastlWest Street: Quarrv Lane Road INorth/South Street: Tassaiara
Intersection Orientation: North-South StudY Period (hrs): 0.25
Wehicle Volumes and Adiustments
Maior Street Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
Volume 0 168 88 40 502 0
Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Hourly Flow Rate, HFR 0 186 97 44 557 0
Percent Heavy Vehicles 0 - - 0 - -
Median Tvpe Undivided
RT Channelized 0 0
Lanes 0 1 1 0 1 0
Configuration T R LT
Upstream Signal 0 0
Minor Street Westbound Eastbound
Movement 7 8 9 10 11 12
L T R L T R
!Volume 90 0 25 0 0 0
Peak-Hour Factor. PHF 0.90 0.90 0.90 0.90 0.90 0.90
Hourly Flow Rate, HFR 100 0 27 0 0 0
Percent Heavý Vehicles 0 0 0 0 0 0
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 1 0 1 0 0 0
Configuration L R
Delav. Queue Lenath and Level of Service
!Approach NB SB Westbound Eastbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration LT L R
v (vph) 44 100 27
C (m) (vph) 1291 330 861
'r-J/c 0.03 0.30 0.03
95% queue length 0.11 1.25 0.10
Control Delay 7.9 20.6 9.3
LOS A C A
Approach Delay - - 18.2
Approach LOS - - C
HCS2000TM
Copyright co 2000 University ofFJoricla, All R,jghts Reserved
- - . - - -
_ I,..' ...,...,.. _L...L.~_ __\-"r___\.....,
Version 4.1a
A I., A ,.,nn~
Two-Way Stop Control
Page 1 of 1
TWO-WAY STOP CONTROL SUMMARY
General Information Site Information
!Analyst PB Intersection Tassajara Rd/Quany Ln
Agency/Co. TJKM Jurisdiction City of Dublin
Date Performed 4/23/2003 Analysis Year 2003
Analvsis Time Period PM Peak
Proiect DescriDtion 157-164
EastIWest Street Quarrv Lane Road INorth/South Street: Tassaiara
Intersection Orientation: North-South IStudy Period (hrs): 0.25
Vehicle Volumes and Adiustments
Maior Street Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
Volume 0 608 4 2 286 0
Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Hourly Flow Rate, HFR 0 675 4 2 317 0
Percent Heavy Vehicles 0 - - 0 - -
Median Type Undivided
RT Channelized 0 0
Lanes 0 1 1 0 1 0
Configuration T R LT
UDstream SiQnal 0 0
Minor Street Westbound Eastbound
Movement 7 8 9 10 11 12
L T R L T R
!Volume 7 0 3. 0 0 0
Peak-Hour Factor. PHF 0.90 0.90 0.90 0.90 0.90 0.90
Hourly Flow Rate, HFR 7 0 3 0 0 0
Percent Heavy Vehicles 0 0 0 0 0 0
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 1 0 1 0 0 0
Configuration L R
Delav. Queue Lenath and Level of Service
Approach NB SB Westbound Eastbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration LT L R
v (vph) 2 7 3
C (m) (vph) 923 272 457
V/c 0.00 0.03 0.01
95% queue length 0.01 0.08 0.02
Control Delay 8.9 18.6 12.9
LOS A C B
Approach Delay - - 16.9
Approach LOS - - C
HCS2000TM
Copyright C 2000 University of Florida, All Rights Reserved
__I ___ ...
_, ,,",I" __ _._ __-1" ___In I "'''\l''·_a..a..~___'T_''''''--",,\I'''
Version 4.1a
.11'').11 ,')"n'2
Two-Way Stop Control
Page 1 of 1
TWO-WAY STOP CONTROL SUMMARY
General Information Site Information
Analyst PB Intersection El Charro/J-580 EB ramps
Agency/Co. TJKM Jurisdiction City of Dublin
Date Performed 4/23/2003 Analysis Year 2003
I\nalvsis Time Period AM Peak
Project Description 157-164
EastIWest Street: 1-580 EB Ramps INorth/South Street E/Charro
Intersection Orientation: North-South Study Period (hrs): 0.25
Vehicle Volumes and Adiustments
Maior Street Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
;¡olume 0 92 21 27 42 0
Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Hourly Flow Rate, HFR 0 102 23 30 46 0
Percent Heavy Vehicles 0 - - 0 - -
Median Type Undivided
RT Channelized 0 0
Lanes 0 1 1 0 1 0
Configuration T R LT
Upstream Sienal 0 0
Minor Street Westbound Eastbound
Movement 7 8 9 10 11 12
L T R L T R
Volume o . 0 0 82 6 63
Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Hourlv Flow Rate, HFR 0 0 0 91 6 70
Percent Heavy Vehicles 0 0 0 0 0 0
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 0 0 0 0 1 1
Configuration LT R
Delav. Queue Lenath and Level of Service
~pproaeh N8 S8 Westbound Eastbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration LT LT R
v (vph) 30 97 70
C (m) (v ph) 1474 750 1029
vIe 0.02 0.13 0.07
95% queue length 0.06 0.44 0.22
Control Delay 7.5 10.5 8.8
LOS A B A
Approach Delay - - 9.8
Approach LOS - - A
HCS2000TM
Copyright C 2000 University of Florida, All Rights Reserved
~_._--
_._ _1\ I _ __Inl ~"""_.&...L:___,.,.__.....\. ,.,
Version 4.Ia
11 f"") 11 f"") nr\"2
Two-Way Stop Control
Page 1 of 1
~O-WAYSTOPCONTROLSUMMARY
General Information Site Information
Analyst PB Intersection EI Charro/l-580 EB ramps
!Agency/Co. TJKM Jurisdiction City of Dublin
Date Performed 4/23/2003 !Analysis Year 2003
!Analvsis Time Period PM Peak
Project Description 157-164
EastlWest Street 1-580 EB RamDS INorth/South Street EI Charro
Intersection Orientation: North-South IStudv Period (hrs): 0.25
Vehicle Volumes and Adjustments
Maior Street Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
!Volume 0 68 74 23 114 0
Peak-Hour Factor. PHF 0.90 0.90 0.90 0.90 0.90 0.90
Hourlv Flow Rate. HFR 0 75 82 25 126 0
Percent Heavy Vehicles 0 - - 0 - -
Median Type UndMded
RT Channelized 0 0
Lanes 0 1 1 0 1 0
Configuration T R LT
Upstream Signal 0 0
Minor Street Westbound Eastbound
Movement 7 8 9 10 11 12
L T R L T R
Volume 0 0 0 16 10 18
Peak-Hour Factor. PHF 0.90 0.90 0.90 0.90 0.90 0.90
Hourly Flow Rate, HFR 0 0 0 17 11 20
Percent Heavy Vehicles 0 0 0 0 0 0
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 0 0 0 0 1 1
Config uration LT R
Delav. Queue Lenath and Level of Service
IApproach NB S8 Westbound Eastbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration LT LT R
Iv (vph) 25 28 20
C (m) (vph) 1435 642 930
v/c 0.02 0.04 0.02
95% queue length 0.05 0.14 0.07
Control Delay 7.6 10.9 9.0
LOS A B A
IApproach Delay - - 10.1
IApproach LOS - - B
HCS2000TM
Copyright C 2000 University of Florida, All Rights Reserved
A. _... _ "ft, "''''''_.LJ..'___' n"____.....I\ I ",,.,,,,IOL ")OC.o++in,,e\Tcmn\ II?
Version 4.1 a
4J?4nnn~
Two-Way Stop Control
Page 1 of 2
TWO-WAY STOP CONTROL SUMMARY
General Information Site Information
Analyst PB Intersection Fallon/T-580 WB Ramps
Agency/Co. TJKM Jurisdiction City of Dublin
Date Performed 4/2312003 Änalysis Year 2003
Malvsis Time Period AM Peak
Project Descrlction 157-164
East/West Street 1-580 WB RamDs North/South Street Fallon
Intersection Orientation: North-South Study Period (hrs): 0.25
Vehicle Volumes and Adiustments
Maior Street Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
Volume 103 66 0 0 34 27
Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Hourly Flow Rate, HFR 114 73 0 0 37 30
Percent Heavy Vehicles 0 - - 0 - -
Median Type Undivided
RT Channelized 0 0
Lanes 0 1 0 0 1 0
Configuration LT TR
Uostream Sianal 0 0
Minor Street Westbound Eastbound
Movement 7 8 9 . 10 11 12
L T R L T R
Volume 32 12 39 0 0 0
Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Hourly Flow Rate, HFR 35 13 43 0 0 0
Percent Heavy Vehicles 0 0 0 0 0 0
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 0 1 1 0 0 0
COnfiguration LT R
Delav. Queue Length and Level of Service
A.pproach NB SB Westbound Eastbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration LT LT R
v (v ph) 114 48 43
C (m) (vph) 1547 577 995
vie 0.07 0.08 0.04
95% queue length 0.24 0.27 0.14
Control Delay 7.5 11.8 8.8 .
LOS A B A
Approach Delay - - 10.4
Approach LOS - - B
>
Copyright ~ 2000 University of Florida, All Rights Reserved
Version 4.la
."'.---
.._ __\,",.~________nl ___In.! ""'^C"_......:___'T'"''''''''''''....\..~
A/")LI. nt'lt'l~
Two-Way Stop Control
Page 1 of 1
TWO-WAY STOP CONTROL SUMMARY
General Information Site Information
Analyst PB Intersection Fal/on/I-580 WB Ramps
Agency/Co. TJKM iJurisdiction City of Dublin
Date Performed 4/23/2003 lAnalysis Year 2003
Analvsis Time Period PM Peak
Proiect Description 157-164
EastlWest Street: 1-580 WE Ramns INorth/South Street: Fallon
Intersection Orientation: North-South IStudv Period (hrs): 0.25
Vehicle Volumes and Adiustments
Maior Street Northbound Southbound
Movement 1 2 3 4 5 6
L T R L T R
Wolume 64 9 0 0 149 49
Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90
Hourly Flow Rate. HFR 71 10 0 0 165 54
Percent Heavy Vehicles 0 - - 0 - -
Median Type Undivided
RT Channelized 0 0
Lanes 0 1 0 0 1 0
Configuration LT TR
Uostream Sianal 0 0
Minor Street Westbound Eastbound
Movement 7 8 9 10 11 12
L T R L T R
KIolume 27 . 6 19 0 0 0
Peak-Hour Factor. PHF 0.90 0.90 0.90 0.90 0.90 0.90
Houriy Flow Rate. HFR 30 6 21 0 0 0
Percent Heavy Vehicles 0 0 0 0 0 0
Percent Grade (%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 0 1 1 0 0 0
Conñauration LT R
Delav. Queue Lenath and Level of Service
Approach NB S8 Westbound Eastbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration LT LT R
v (vph) 71 36 21
C (m) (vph) 1362 606 1077
V/c 0.05 0.06 0.02
195% queue length 0.16 0.19 0.06
Control Delay 7.8 11.3 8.4
LOS A B A
~pproach Delay - - 10.2
Approach LOS - - B
HCS2000TM
Copyright 0 2000 University of Florida, All Rights Reserved
Version 4.1a
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