Traffic Impact Study January 2010February 16 2010
traffic Hubert Turner
services 3300 Hwy 2 West
Kalispell, MT 59941
RE: Willow CreekTIS Meridian Road Supplement
Dear Hubert,
It is my understanding that the City of Kalispell has requested some additional
information in regards to the possible traffic impacts along Meridian Road from the
proposed Willow Creek residential development. Due to the unknown impacts to the
overall traffic patterns within this area from the construction of the Highway 93 Bypass,
no evaluation of the projected traffic volumes on Meridian Road were included in the
November 2009 update to the traffic impact study prepared for this project.
There is currently limited information regarding the overall traffic impacts from the
Highway 93 Bypass. Therefore, there is no method to accurately determine the future
volumes along Meridian Road with or without the Willow Creep development project.
Based on information available from the Kalispell Transportation Plan Update it is clear
that the Highway 93 Bypass project will decrease traffic volumes along Meridian Road
once the bypass is in operation. The magnitude ofthis decrease will likely be between
LOOO and Z000 trips per day.
The September 2008 Traffic Impact Study prepared for the Willow Creep development
projected that approximately f the traffic from the i v l p ent would use
Meridian Road to reach destinations around Kalispell. With the inclusion ofthe Highway
3 bypass it is likely that the total amount oftraffic from Willow Creep will using
Meridian Road will decrease by half to approximately 20% of the overall vehicle trips
from this site. Based on Willow Creep's current estimated total trip generation of 4.,280
VPD it is estimated that the approximately 856 vehicles per day from the Willow Creel
development would use portions of Meridian Road. However, most of this traffic will
likely turn off of Meridian Road relatively quickly using 7 th Street and Second Street.
The amount of traffic from the Willow Creep Project using Meridian Road north of
Second Street will likely be very love (less than 200 VPI
The net result is that traffic volumes along Meridian Road a will decrease overall by
approximately 1,000 VPD over existing traffic volumes with the Highway 93 Bypass and
the Willow Creep development. It is also clear that the southern portions of Meridian
Road which are currently operating reasonably well will see the largest portion of traffic
from the Willow Creep project. With the expected traffic decreases along Meridian Road
from the Highway 93 Bypass prof ect, the traffic operations at these intersections should
be improved from their current operations even with the traffic from willow Creel. The
intersections along the northern portions of Meridian Road which currently have
operational problems should also see a significant decrease in traffic volumes due to the
10 South Howie Street
Helena Montana 59601
Highway 93 bypass project. The Willow Creep development ill only add a small
amount of additional traffic along Meridian Road in this area.
It is possible that the redistribution of traffic through this area caused by the Highway 93
Bypass project could cause some local traffic problems along Meridian Road which may
need to be addressed once the bypass is in operation. ATS would like to reiterate the
need to do additional tragic monitoring in this area after the bypass and several phases of
the Willow Creek project have been completed to accurately identify any necessary
improvements which maybe needed to ensure efficient traffic operations in this area
throughout the construction of the Willow Creek development.
If you have any additional comments or questions please feel free to contact me at 406-
459-1443.
Sincerely,
Bob Ablin, P.E.
Ab lin Traffic Services, Inc.
Feb1-u.ry 1, 21
Hubert Turner
3300 Hwy 2 West
Kalispell, MT 59901
RE: Willow CreekTIS Evolution, 2006-2009
Dear Hubert,
As requested I am providing a brief summary ofthe evolution for the traffic impact
studies prepared for the Willow Creep subdivision in Kalispell. The original traffic
impact study prepared for this project by Robert Peccia & Associates in March of 2006
analyzed the construction of 753 single -single family residential homes on the Willow
Creep site. The development plans provided access only onto FoyFoys Dale Road. N
access onto U.S. Highway 2 to the north was proposed. This traffic study predicted
significant impacts onto Meridian Road and recommended a variety of major
improvements to mitigate these impacts. This study recommended mended several new traffic
signals and turning lanes on Meridian Road.
The newt traffic study prepared for this project was completed in January f 2007 by
Abelin Traffic Services ATS. This study analyzed the construction of 79 residential
units on the property and included a recommendation to provide an additional access onto
U.S. Highway 2 to lielp decrease the traffic inipacts on Meridian Road. This traffic study
recommended one new traffic signal, two new turning lanes, and additional STOP signs
along Meridian Road.
The third traffic study completed in December of 27 by ATS analyzed the construction
f 5 3 1 residential units on the property and included the access onto U. S. Highway 2.
The report also contained a discussion of the possible impacts from the Kalispell bypass
prof ect, but ultimately discounted the effect of the bypass because it was not known wn if or
when the bypass would be constructed. This traffic study recommended the same traffic
signal, turning lanes, and STOP signs on Meridian Road.
The fourth version of the Willow Creep traffic study was prepared by ATS in September
2008 and assumed the construction of the same 531 residential homes on the property but
also included more information from the Kalispell Transportation Flan Update. Data
obtained from the in the Transportation Plan indicated a significant decrease in traffic
volumes along Meridian Road with the construction of the bypass and the new
north/south road through the Willow Creep property. The traffic study tried to account
for these effects and recommended mended only additional STOP signs on Meridian Road.
The most recent version of the traffic study was prepared by ATS in November 2009 and
analyzed the construction of 455 residential units on the willow Creep property. This
new traffic study was prepared due to the decrease in the overall density in the
development and the decision by MDT to begin construction on the Kalispell bypass.
130 South Howie Street
Helena, Fontana 59601
40 -49 -1443
However, the current bypass n ti-u tion plans also include a change from grade -
separated interchanges to at -grade intersections at major street crossings. Due to the fact
that this scenario of constructing ofat-grade intersections wa. not analyzed in detail
during preparation of the Kalispell Transportation Plan Update, no accurate iata. exists as
to the precise traffic volumes that will be expected on roadways within this area once the
bypass is in operation. Due to this fact, MDT recommended that the developer only look
at the traffic impacts west ofthe bypass and concluded that the bypass project would
likely resolve any major traffic problems to the east ofthis area.
t this time it is not possible to accurately create recommended roadway improvements
for areas east ofthe Kalispell bypass due to the unknown mature ofthe overall traffic
impacts from the bypass prql'ect. ATS has recommended performing some additional
traffic courts in this area to help determine if additional mitigation measures are needed
along FoyFoys Lake Road after construction ofthe bypass. It is not anticipated that the
Willow Creep project will have any significant impacts along Meridian Road, but
additional traffic courts could be performed on Meridian Road after the bypass i
constructed to confirm these conclusions.
ATS also performed an analysis to determine exactly when the northern access onto U.S.
Highway 2 will be needed. This analysis indicates that 200 homes could be constructed
on the Willow Creep site before a. northern approach onto U.S. Highway 2 is necessary.
If you have any questions please feel free to call me at -9-1.
s inc r ly,
Bob Abelir, F.E.
Ab lin Traffic Services, Inc.
abel*in
traffic Traffic Impact Study -Update
Services Willow Creek Subdivision
Residential Development
Kalispell, Montana
Prepared For:
Hubert Turner
3300 Hwy 2 West
Kalispell,, MT 59901
November, 2009
130 South Howie Street
Helena, Fontana 59601
40 -49 -1443
Table of Contents
A.
Execrative Summary mar....................................................................................
B.
Project Description .....................................................................................
C .
Existing Conditions .....................................................................................2
Traffic Data Collection ...........................................................................3
Levelof Service .....................................................................................
D .
Proposed Development .............................................................................
.
E.
Trip Generation and Assignment .............................................s.....s.....s......6
Additional Developments.......................................................................6
F.
Trip Distribution .........................................................................................
.
G.
Traffic Impacts Outside of the Development ...............................................
H .
Mitigation Schedule ................. a............................................................... .
10
.
Impact Summary & Recommendations ion ....................................................
10
List of Tables
Table I — U.S. Highway 2 Historic Average Daily Traffic Data................................3
Table 2 — 2006 Existing Traffic Level of Service Summary .....................................4
Table 3 —Willow Creek Phasing Plan.....................................................................4
Table 4 —Trip Generation Rates.............................................................................6
Table 5—Trip Generation Rates (Lonepine & Stoneridge Subdivisions) ________________6
Table 6 — 2013 Level of Service Summary With the Willow Creek Subdivision ....... 8
List of Figures
Figure1—Vicinity Map............................................................................................2
Figure 2 —Proposed Development..........................................................................5
Figure 3 —Trip Distribution ---------------------------------------------------------------------------8
Traffic Impact Study
Willow Creek Subdivision
Kalispell, Montana
A. EXECUTIVE SUMMARY
The construction f the Willow Creep Subdivision may require some improvements at area
intersections. These improvements may include the installation of a traffic signal at the
development's eastern approach onto FoyFoys Labe Road and the installation of a left -turn deceleration
lane on U. S . Highway 2. Traffic counts should be performed along FoyFoys Labe Road after Phase 2 of
construction to help determine when the traffic signal may be warranted or if any additional
mitigation measures are needed within this area.
B. PROJECT DESCRIPTION
This document studies the possible effect on the surrounding road system from a proposed 19-acre
residential development located north of FoyFoys Labe Road in Kalispell, Montana. The document also
identifies any traffic mitigation efforts that the development may require. The property would b
developed to include up to 455 residential units. These residential units would include a variety of
single-family homes, condominiums, and townhouses.
nis, updated traffic i report. is, intended to provide new information about the possible effects, to
Willow Creep development based on the current plans to begin construction ofth Kalispell Bypass
in 20 10. The existence ofth Kalispell Bypass was not included in any ofthe previous traffic studies
produced for this project because it was not l n un when or if the bypass would be constructed. The
bypass project will have a significant impact on traffic volumes throughout this area.
Based on the results from the Kalispell Area Transportation Plan, it is expected that the bypass will
resolve most of the current and future traffic problems along Meridian Road. However, the exact
traffic volumes expected along roadways within this area once the bypass is completed are not
currently known. wn. For this reason the Montana Department of Transportation requested an update of
the TIS for the Willow Creep project which focuses only on the intersections located west of the
proposed bypass. It i expected that the bypass will be constructed with sufficient capacityt handle
most ofth expected growth in this area over the newt. 20 years. The impacts from the Willow Creel
project east of the bypass should be minimal.
This update builds upon the previous traffic impact study prepared by Abelin Traffic Services ATS
in 2008 and by Robert Feeeia & Associates in March 2006. The Feeeia report identified
considerable mitigation efforts that would be required along Meridian Road based on the original
development layout. With the construction ofthe Kalispell bypass, these improvements should be
unnecessary. The traffic data and existing site conditions information was taken from the original
traffic report and is included in this document with permission from Robert Peccia & Associates.
C. EXISTING CONDITIONS
The existing transportation system that would serve this site i a m' f local, ll tor., and
arterial roadways. The project site is located north of Foys Labe Road, outside the Kalispell City
limits. See Figure 1 for a location map ofthe proposed development. Roadways that may be
affected by the proposed development include valley view Drive, FoyFoys Labe Road, and U.S.
Highway 2. These facilities are described in further detail below:
Fogs Lake Roach is an east -west, secondary two-lane highway. It is located directly south of the
proposed project and will provide direct access for traffic entering and exiting the proposed
subdivision. It has a 5 0 mph speed limit and serves residents to the southwest ofKali p el1. F y
Lake Road becomes Meridian Road near Ashley Creel. The AI T is 3,400vpd.
valley view Drive is a north -south, two-lane roadway classified as a local roadway that
intersects with FoyFoys Lake Road. The roadway has a 25 mph speed limit and an estimated AI T
f 1,600 vpd.
U.S. Highway 2 is the principal east -west route through northern Montana. The route also
serves as a principal arterial route through the City of Kalispell. The road has a 45 mph speed
hinit noilli of the d v l pinent site which decreases to 3 5 HYpli entering Kalispell. According t
MDT the roadway carries 8,800 vpd 1.3 mile west ofth Kalispell city limits.
Traffic Data Collection
Robert Pe cc ia & Associates collected turning movement count data and 2-hour hose count data
in January 2006 at the intersection of FoyFoys Lake Road and valley view Drive. This data i
included in Appendix A of this report.
The raw turning count movement data was adjusted for seasonal variation in accordance with the
data collected from MDT"MDT"s annual count station located on US Highway 2, 1.3 miles west of
Kalispell (Station A-2 . This count station data indicated that data collected in January i
approximately 1% of the AAI T (Average Annual Daily Traffic) volume. Automatic hose
counters were placed on both FoyFoys Lake Road in the vicinity of the project location) and on
Meridian lead teen 3rd Sired and 4 Street).
Alin Traffic Services gathered historic Average Daily Traffic AIT volumes for the area from
the 1 l ontana Department t"I'ran p ortation (MDT). Flhh-is evaluation -is based on MD'Y permanent
count station A-2 . The data indicates an annual average traffic growth rate in this area of 2. %.
Table 1- J.S. Highway 2 H isto ric AverageDaily Traffic Data
Location
1999
2000
2001
2002
2003
2004
2005
2006
2007
200
U.S. H i h , uy 2*
7, 24
7, 04
7, 0
3, 3 4
3, 1 1
, 74
3, 741
, 000
, 2 20
8643
*Based on MDT permanent count station -24 located on U.S. Highway 2, 1.3 miles west of Kalispell
Level of Sari
Using the data collected for this project, AT conducted a Level of Service (LDS) analysis at
the existing intersections within the area of impact. This evaluation was conducted in
accordance with the procedures outlined in the Transportation Research Board's Highway
CcrpacityMcrnual (HCM) -Special Repot 209 and the Highway Capacity Software (HC S)
version 5.2. Intersections are graded from A to F representing the average delay that a vehicle
entering an intersection can expect. Typically, a LOS of C or better is considered acceptable
for peak -hour conditions.
T hl — 2006 Fxi Linn Traffic Level of Service (L S1 Summ ry
INTERSECTION
M Peak Hour
PM Peak Hour
Delay
L S
V/a
Delay
L S
V/a
Foys Lake Road & Valley View
Drive
13.8
B
NIA
12.1
B
NIA
Westbound L ft Thru
8.5
A
0.05
7.7
A
0.06
Northbound L ftlF i ht
13.9
B
0.25
12.1
B
0.1
Table 2 shows the existing 2 0 06 LO S for the AM and PM peals hours_ The LO S c a l ial ations
are included in Appendix C. The table indicates that the intersection ofFogs Labe Road and
Valley view Drive is currently operating with minimal delay.
D. PROPOSED DEVELOPMENT
The development currently under consideration for this site includes 139 acres ofland north ofFy
Labe Road which would be developed into a residential subdivision. The development would have
455 residential units, 20 of which would be townhouses. Initially the development would connect
only with FoyFoys Labe Road. An additional access onto U. S . Highway 2 would also be developed, but
would be for emergency use only for the first three phases. The northern approach onto U.S.
Highway 2 would be formalized and open to the public with Phase 4 of construction. The City of
Kalispell has requested that Willow Creep Parlay be constructed to a major collector standard.
The developer plans to construct two accesses onto Foys Labe Road, one of which would be located
approximately 700 feet west ofValley View Drive and the other would be located mile to the
west ofValley View Drive. The layout ofthe proposed subdivision is shown in Figure 2. The
project would be constructed in five phases as shown in Table 3. Full build -out ofthe property
would likely occur by 2015.
Table 3 - Willow Creek Phasina Plan
Single Family
T wn h uses
Total
Phase 1
85
0
85
Phase 2
129
0
129
Phase 3
91
0
91
Phase 4
58
20
78
Phase 5
72
0
72
436
18
466
Figure 2 - Proposed D v l m nt
.
W4
rr 0
.2
tk
E. TEMP GENERATION AND ASSIGNMENT
T
ATS performed a trip generation analysis to determine anticipated future traffic volumes from the
proposed development. ATS used the trip generation rates contained in Trip Generation (Institute of
Transportation Engineers, Seventh Edition). These rates are the national standard and are based on
the most current information available to planners. A vehicle "trip" is defined as any trip that either
begins or ends at the development site. Judging from field observations and the typical nature of
residential developments, ATS determined that the critical traffic impacts on the intersections and
roadways would occur during the weekday morning and evening peals hours. t full build -out in
2 015 the proposed development would produce 3 3 5 All peals hour trips, 449 PSI peals hour trips,
and 4.,280 daily trips. The trip generation rates and totals are shown in Table 4.
Table 4 - Trip Generation Rates
AM Peak
Total AM
PM Peak
Total PM
Hour Trip
Peak
Hour Trip
Peak
Weekday
Total
Ends per
Hour Trip
Ends per
Hour Trip
Trip Ends
Weekday
Land Use
Units
Unit
Ends
Unit
Ends
per Unit
Trip Ends
Single Family
435
0.75
326
1.01
459
9.
) 1 3
Residential
Townhouse
20
0.44
9
0.52
19
5.86
117
Total
455
1 335
1
449
1
1 41
Additional Developments
Two additional subdivisions are currently under construction in the vicinity of the proposed
development which will increase traffic on the surrounding road system. The Lonepine Meadows
subdivision currently has all 77 lots available for development. The second, Stnridg, is a 3 8-lot
subdivision that currently has 32 lots available for development. The trip generation characteristics
f both subdivisions are shown in Table 5.
Table 5 - Trip Generation Rates (Lonepine & Stoneridge Subdivisions)
AM Peak
PM Peak
Hour -
AM Peak
Hour -
PM Peak
Weekday -
Avg. Trip
Hour
Avg. Trip
Hour —
Avg. Trip
Weekday
Land Use
Ends per
Trip
Ends per
Trip
Ends per
Trip
ITE Code Units
Unit
Ends
Unit
Ends
Unit
Ends
L NEPINE 77
0.75
58
1.01
78
9.57
737
T N E F I D E 32
0.75
24
1.01
33
9.57
39
Total
82
111
11044
W'Ilo%v Creek Subdivision ; Kalispell. Montana - - - MG F r� twin
25 and 10 pet -cent, respectively.
No frozen., organic. or other deleterious materia]s should be present in the StructuraI
Fill_
.3 Fill placement should be observed and tested by our geotechnical site representative_ Any
areas of rurfing, excessive deformation, or other non -uniform perfbmiancc should be
moisture conditioned and rec mpacted, or removed and replaced, as recommended by our
eot c ni ad engineer.
2.4 Utility trench back.ill material should be approved bv our geotechnical engineer and be
placed in uniform lifts of ina inium -inch loose thickness and be compacted to 95 percent
of The maximum dry density as determined by ASTM D698. On -site silt, rsilty swid, silty
clay. and silty gravel soils are acceptable for backfill purposes, provided the soils =
compacted within 3 percent of the optimum moisture content and they are free of
construction debris. and frozen or dcictcrious material. Cobbles and boulders greater than
inch maxi m uni size sho ul d not be used as back f ill material. Bacl filI should not be placed
can frozen subgrade material or previously placed backfill that bias frozen.
2.5 Unclassified rill or Structural Fill constructed on slopes steeper than 5H:1V should be
benched into the exisLing grade as shown on Detail 1. Since it is difficult to compact the
surlbee of fill slopes, we recommend that the slopes be overbuiIt by a mirdmuni eft feet Wid
trimmed back using an excavator with a srnoodi lip cd bucket after construction to providc
a surface that is more resistant to localized sloughing. In addition, cuts on slopes steeper
than 14:1 V shall'be accomplished with are excavator equipped with a smooth lipped bucket
to reduce the risk of disturbing the native soils when fine grading. Finished slopes hal I be
no steeper than 2b :l . Appropriate topsoil, vegetation and erosion protection shall be
implemented on all slopes to reduce the risk of surface erosion.
3.0 Seismic Design
:.1 Seismic design following the static procedures outlined in the fntemation l Building Code
may be conducted using a Site Class 1D (2003 I1 across the ma�o6t � of the site with Site
Gass C conditions where Glacial Fill soils are emountemd at the ground fmi-fa e. JA 34c
specific seismic hazard study will be accessary if'dynamic procedures are to be followed.
4.0 Site Drainage
l Finished site grades should he positively sloped away from foundation and backfill zones.
Grading should be designed and maintained to route runoff away from the bui Iding auras.
15.0
Roadways and Pavement Areas
.1 In preparation for base course placemeDl. the sub ra le should be scarified, rnoistUre
Page 10
Willucy Cruck Su diyi iurc Kuhbpull, Munturat
Figure 3 -Trip Distributions
2 %
U.S. Highwary 2
5 �o
%
Proposed
Development
Site
45%
25%
5% 55%
FOys Lance Road
Table 6 -2013 Level Of Service Summary
With The Willow Creep Subdivision
INTERSECTION
M Peak Hour
PM Peak Hour
Delay
L S
V c
DelavT
L S
11c
FOys Lance Road & Valley View
Drier
29.3
D
NIA
22.3
c
NIA
Westbound ThrulL ft
9.8
A
0.11
3.2
A
0.10
Northbound L ftl i fit
29.3
D
0.56
22.3
C
0.3
FOys Lance Road & Southeastern
Access
25.3
D
NIA
19.2
c
NIA
Eastbound L ft Thru
7.3
A
0.01
3.3
A
0.04
Southbound Left
27.5
D
0.46
20.0
C
0.2
Southbound Right
9.7
A
0.02
12.0
B
0.0
FOys Lance Road & Southwestern
Access
17.3
c
NIA
15.5
c
NIA
Eastbound LeftlThru
7.7
A
0.00
5.4
A
0.01
Southbound Ili htlL ft
17.3
C
0.23
15.5
0.1
U.S. High Crary 2 & Willow creels
Drive
23.0
c
NIA
17.9
c
NIA
Westbound ThrulL ft
9.3
A
0.03
8.6
A
0.03
Northbound RightlLeft
23.0
C
0.32
17.9
C
0.1
Table 6 indicates that the Willow Creep Subdivision would affect the L S at intersections along
Fogs Labe Road and U. S . Highway 2. In order to mitigate these effects the developer should provide
improN7ements at these intersections. The intersection ofFogs Labe Road and the site"s eastern
approach may need a different method of traffic control to operate effectively with the anticipated
traffic volumes. The possible traffic controls appropriate for this location include atraffic signal or a
modern roundabout. Either of these two types oftrafficontrols would function adequately for the
projected traffic volumes.
It is possible that the intersection of FoyFoys Lake Road and valley view Drive will require the addition
f a separated left -turn lane for northbound traffic in order to operate effectively at full build -out
based on existing traffic volumes on this road. However, the construction ofth Kalispell bypass
will significantly affect the traffic on valley view Drive. As part ofth construction ofth bypass,
Valley view Drive will become a dead-end road and will have no direct connection east to Kalispell.
This should significantly decrease the overall traffic on this roadway. Rather than attempting t
guess if any mitigation will be required at the intersection of valley view Drive and F ys Lake
Load, it is recommended that a traffic count be performed at this intersection after the bypass is
completed to determine if any intersection modifications will be warranted.
It would also be desirable to install separated right- and left -turn lanes for northbound traffic at the
development's new approach onto U.S. Highway 2. Although current traffic projections show that
this intersection may function adequately through full build -out with only one lane, the possible
effects from the bypass and the likelihood that Willow Creek Drive will draw some cut -through
traffic could increase the overall traffic volumes and delay at the intersection and may warrant the
separated turn lanes. These lanes will likely be necessary in the future as this area of Kalispell
continues to grow.
ATS reviewed the proposed location of the pr j is eastern access onto F ys Lake Load t
determine if a mod rn r undabout c ould b e instal ld at this location without negatively affecting the
nearby residential driveways. There are currently six separate residential driveways within 500 feet
f the proposed access location. With this density of residential driveways it will be extremely
difficult to install a modern roundabout ith ut negatively affecting many of these driveways. For
this reason it is not recommended that a modern roundabout be constructed at this location.
If a traffic signal were installed along Foys Lake Road at the development's eastern approach the
intersection would function at LOS B in the AM and PM peak hours. This intersection should also
be equipped with separated left- and right -turn lanes to help maximize the capacity of the
intersection before the traffic signal is installed.
ATS also reviewed the left- and right -turn lane warrants for the approach onto U.S. Highway 2 based
on the requirement from the MDT Road Design Manual. The analysis showed that this intersection
would warrant a left -turn deceleration lane for westbound traffic but would not need aright -turn
deceleration lane. The turn lane warrant calculations are shown in Appendix D.
H. MITIGATION SCHEDULE
ATS reviewed the build -out schedule to predict when the various mitigation measures would be
required. Based on the projected traffic volumes it is likely that the left -turn deceleration lane on
U.S. Highway 2 will be required as soon as the road is opened to the public. The required traffic
signal at the development's eastern approach onto Foys Lake Road will likely be needed with Phase
f construction but should not be installed until traffic counts indicate that the traffic signal is
warranted. The developer should perform traffic counts in this area after construction of Phase 2 of
the development to determine Nvh n the traffic signal installation may be required and if any
additional lanes on valley view Drive are necessary.
1. IMPACT CT SUMMARY & RECOMMENDATIONS
The construction of the Willow Creek Subdivision may require some improvements at area
intersections. These improvements may include the installation of a traffic signal at the
development's eastern approach onto Foys Lake Road and the installation of a left -turn deceleration
lane on U.S. Highway 2. Traffic counts should be performed along Foys Lake Road after Phase 2 of
construction to help determine when the traffic signal may be warranted or if any additional
mitigation measures are needed within this area.
APPENDIX A
Traffic Data
r
Robert Peccia & Associates
825 Custer Avenue
Hubert Turner TIS
Helena, Alt 59601
File Name
kalispel[5
rcirs and Trucks
406-447-5000
Site Code
: 00000000
Start Date
: 01 /11 / 00
Page No
I
Grou 5 Pnnt i- unariv, - Bank 1
VALLEYVIEW
FOPS
LAKE
VALLEY VIEW
FOPS LAKE
StartTirne
Southbound
estaund
Northbound
Ea-stbound
Right
Thr
Left
Eels
Fight
Thrij
Ieft
Peds
Fight
Thru
Left
Dads
Fight
Thrru
Loft
Ped
I nt.
Total
Factor .18
�C.�I
1,'I
1,fi
"1.1
1,�IS0
1.189 1.189
1.189 1,18
1.1 9
1.189
1.189
1-189 1 .18g
tigg
07.00 AM 0
0715 Al 0
0
a
0
1 0
8 0
11 a
o
2
0
0
0
6
31 0
01 0
0
47
59
0: 30 AM 0
0
10
0- 0
15 0
4
0
5
73 0
0
1'I 6
07:40 AM 0
_.
0
0
_ 0
0
12
8 0
23 0
5
0
6
115 0
0
168
Total 0
G
0
0'
0
38
15 0
58 0
10
17
250 0
0
a00
0$:00 AM n
0
0
0
0
I G
1f}
3 0
2
0
7 0
0
169
08:1 AID 0
0
0
0
0
32
14 0
15 0
a
0
14
54 0
0
137
08; 0 AID 0
0
0
0
0
29
0 0
14 0
5
0
5
35 0
0
95
084A5 AID 0
0
ID
0
0
20
6 01
11 0
4
0
0
29 0
0
70
Total 0 0
** BREAD **Pr
04.00 PM
0
0
10 PM
a
0
{ : 0 PM
0
0
04,45 PM
0
0
0 :00 PIS[
0
0
05:15 PM
0
0
05:30 PM
0
0
05,45 PM
-- - -
a
Total
0
Grand Tot@l
0
perch 1%
0-0
0.0
Total %
0.0
0.0
0 0 0 100 39 01 73 4 19 0 24 216 p n 171
0
o
o
s1
z
a
10
o
5
o
5
19
o
o
u
o
48
17
a
is
a
z
o
8
25
o
0
0
0
45
17
0
1$
0
2
D
7
25
0
0
0
0
54
15
Q
15
0
6
q
7
32
0
0
0
0
196
56
4
52
0
15
0
27
101
0
0
0
0
57
18
0
7
p
q
0
2
32
0
0
0
0
74
19
D
4
0
10
0
11
31
0
0
p
0
58
24
4
10
U
12
0
7
33
4
n
d
0
so
21
0
6
0
5
0
18
31
0
0
0
4
239
82
D
27
0
31
0
30
127
0
0
OI
Q
575
192
0
210
0
77
0
98
694
0
0.0
6.0
0.0
76.0
25.0
0.0
73.E
nn
9RR
0.0
12.4
87.5
010
6.Q
0.0
0.0
31.1
10.4
0.0
11.4
0.0
4.2
0.4
5.3
37,6
0.0
0 97
0 'I't4
o gas
o 129
0 449
0 120
'd 149
0 144
0 1Z3
0 1 536
0 1846
0.0
0.0
VALLEY VIEW
1)"thwu a
FOPS LADE
VALLEY VIEW
I
FOPS LAKE
Westbound
Manhbound
Eastbound
Start T me
Rig Thr Lift Pei
# pp_
F r9
Thr
Left Ped
pp.
Fig
Thr
Left
Ped
App,
Rig
Thr
Ped
App.
Int.
ht
Tow
ht
U
-5
Total
ht
u
Total
ht
u
Left 5
Total
Total
Peak flour From 07:00 AM to 11 A - Peak 1 of "I
_
Intorsectio
07. 0 AM
n
Volume
0 0 0 0
0
0
73
39 0
112
89
0
20
0
109
30
339
0 0
369
590
Percent
0.0 0.0 0,0 0.0
0.0
65.2
34�B 0.0
r 81.7
0.0
18.3
0.0
8.1
Oto
0.0 0.0
:0
vclum
0 0 a 0
U
0
10
1 0
3
0
0
5
97
0
102
169
Peak
Factor
High Int.
6:45:00 AM
0 :15
AM
0B:00
AM
07:45 AM
0.873
Volume
0 0 0 0
0�
0
S2
14 0
46
33
0
2
0
351
0
115
0 0
121
Peak
Factor
0.60
4 9
0.762
1
N
w
0
ca
w 42
gem
M CM CM
C
r C)
r-
m
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a
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to M NT W 03 C� Cal C - 0 f� 0
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0
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.0
rob
L6 L6 Lzi 6 6 t r 'r
:z M x M z'
� LL �
.2
T
L4
P
9
APPENDIX B
Traffic Model
Li
eN
�1-- —M
J
6n
= LL
Lj CL
J
0
LL
LA
E
CL
OJ
73 k^
m
c
E
J �
r-I
CU -L-4
Ln
t
LL
y�
M
u
2
,A
4-
C
CD
P
CL
0
�I
C
a-J
Ln
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77�177��`
.. 1
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0
L
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i
ra .:
I
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ch
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LA
-r4
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CL
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H
m
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t
9
Lrl
i
bLD
4mL
t
N
C%l
Ln
t
4qt cc
14
to
" or
m
P4
APPENDIX C
LOS Calculations
Two -Way Stop Control
Page I of t
I TWOMAY STOP CONTROL SUMMARY
n ra l Information
ff
UInayst
o.
bef n Traffic Services
Date Performed
1/24/2
nal i Time Period
Pak Hour
ite Information
Intersection
Fogs Lake Rd, & Valley View
u n schct ior�
Analysis Year
01th Wrilow Creek PH
Project Description Hubert T-umer TI
East felt Street: Fo Lake Road Borth/South Street: Valle View Road
Intersection Orientation: East-West Stud Pero hr : 0.25
MEMEMEN
chicle Volurnes and Adiustments
jar Street
Eastbound
Westbound
Kvemeni
1
2
4
L
T
R
L
T
R
To�lume yeh
4
43
61
14
oak -Hour Factor, PHF
0.76
0.79
0,79
0.65
0.65
0.61
curly Flow Fate, HrR
.vehf h
0
739
54
93
229
0
Percent Heavy Vehicles
0
0
Median T
ndividecf
ITT Channellized
0
0
Lanes
0
1
0
0
1
0
nfi uratien
TR
LT
stream Signal
0
Minor Stet
Noahbound
Southbound
o ve rn a rat
7
9
10
11
1
L
T
R
L
T
R
Uplume yah/h
11
Peak -Hour Factor, PHF
0.79
0.78
0.79
0.78
0.76
0_ 7
Hourly Flow Rate, HFR
(yehth)
40
0
139
0
0
Percent Heavy Vehicles
0
0
0
0
0
D
Percent Grade ( )
0
Flared Approach
Storage
0
0
RT Channelized
0
0
Lanes
0
0
0
0
o nfi u rati o n
L
Lu&wegaJLUU6U9 Len m, ana
LeV81 OT ervlce
pro ch
Eastbound
Westbound
Northbound
Southbound
ev ident
1
4
7
8
9
10 11
1
ne Configuration
LT
LP
vh1h)
93
179
(m) (veh1h)
8
queue length
0_ 7
3.19
.fontroll Delay ( veh)
9.8
29,3
LOS
pproach Delay (slveh)
A
ED
29.3
pproach LOS
D
opy right 0 2007 University of Florida, Al Rights Re served
H +TM Version 5.3 Generated; 11112409 1C 3 AM
file:// ADocuments and Settings\Rob belin\Decal Setting s\Temp\u B B.tmp I t /t8/2009
Two -Way Stop Control
Page I of t
TWO-WAY STOP CONTROL SUMMARY
Ve-neral Information It I of rrnatio n
nalyst
I
f14.. fJ.
j i Trd , c e ice-s
Date Performed
1� 127
Analysis Time Period
Peak Hour
Project Des ri tion Hubert Turner- Tf
EasMe t Street: Foys Lake Road
Intersection Orientation:
East-West
hi le Volumes and
!I ustments
aior Stmet
Eaatbound
Movement
1
L
T
Peak -Hour Tractor, PHF
0.92
0.92
Hourly Flow Date, HFR
0
296
v h/h
Percent Hem Vehicles
0
--
Median Type
FAT Channelized
Lanes
0
t
o nfi u rati o n
stream Signal
inor Stmet
Nolhbound
cem en t
7
S
L
T
olurn vehlh
beak -Hour Factor, PHI=T
0, 77
0.77
Hourly Flow Rate, H R
eh/h
Percent Heavy Vehicles
0
0
Percent Grade (%)
0
Tared Approach
Storage
0
T hannelized
ones
0
0
enfi uraticn
LR
aLay, Quoua Lary th, and
Level of Service
pproach
Eastbound
Westbound
Movement
1
4
.qnp. Cnnfialma inn
i T
veh/h
122
(m) (uehlh)
1230
% queue length
0.33
Control Delay (slue h)
8.
ppreach Delay (slvh)
--
--
pproach LOS--
--
Uopyri!;ht 0 ZuuI Un!Ve ly of Flotide, All Rig NTS ReserVCO
Intersection
Foys Lake Rd. & ValleyView:
Fed
Jurisdiction
Analysis Year
2015 With— W-001ow Creek PH
orthlSouth Street: Valley View Road
Ludy Period, (hrs): 0.25
.
Westbound
3 4
a
6
R
L
T
R
41
105
505
0.92
0.86
O.86
0.88
44
122
587
d
Undivided
0
p
a
a
o
rP
Lr
a
Sauthbound
9
10
11
12
R
L
T
R
48
O.11
0.77
0.77
0.77
62
Q
0
0
0
0
110
0
d
N
0
0
0
0
0
0
0
7
o rth bou rid
L
11
324
.
36
1.60
.
C
.
C
H +TM Version,5.,3
Southbaund
9 14 1 11 1 12
Venerated; 11 ij UjZQUq 10:32 AM
1 ;// :D ocuments and Settings\Bob belin\Local SettingsUempu2WBRtimp 11/18/2009
Two -Way Stop Control Page 1 of 1
TWO-WAY STOP CONTROL SUMMARY
en r l information
it Inf.ormati n
nal t
L
Intersection
o s take d, Second Ent
g-ency/Co.
befin T rServicesJurisdiction
Date Performed
1/24/2
Analysis i Year011.5
With Wilow Greek PH
real i Time Period
Peak Hour
Project Description Hubert Turner TI
EastWe t Street: Foys Lake Road
North/South Street: Southeast Entrance
Intersection ri e n tati ors `
Ea i- West
btu d E�ri�� h r �.25
chicle Volumes and Adjustments
2 r o r Stet
Eastbound
Westbound
ovment
1
4
L
T
R
L
T
ulume veh1h
4
522
147
34
Reek -Hour Factor, PHF
0.76
0.760.76
0.61
0.64 0_ 4
Hourly flag fate, HFR
eh
8
Percent Heaq Vehicles
0
0
_
Median e
Undivided
RT Channelized
Linos
0
1
0
0
1
onfi oration
LTTR
inor Street
Nodhbound
Southbound
I ovement
7
a
9
10
11
1
L
T
R
L
T
f
plume (yetifni
10
Peak -Hour Factor' PHF
0.78
0.78
0.78
0.77
0.78 0.77
Hourly Flog Fate, HFR
0
0
0
1
14
e h/f
Foroent Heavy Vehicles
0
0
0
0
0
0
Percent Grade (%)
0
0
Flared Approach
to rag e
0
0
RT Channelized
0
0
Carnes
0
0
onf urraltion
elay, Queue Len the and
Level of Service
Dproach
Eastbound Westbound
Northbound
Southhound
Movement
1
4
7
a
9
10
1
Lane Configuration
LT
L
R
(vah1h)
65
132
14
queue length
0.01
2.20
0,05
o ntro i Delay ( veh)
7_,9
27.5
9.7
L0S
A
D
pproach Delay (5Neh)
--
Vpproach LOS
D
Copyright & 2007 University of Florida, III -RigMe, Reserved
H +TM Versior 5.2
Generated: 1 VIW2909 10:33 AM
file: //C ADorat and Settings\Bob belie\Local Setting s�Ternp\u2 k4C C.trnp 1118/2009
Two -Way Stop Control Page I of 1
TWO-WAY STOP CDNTROL SUMMARY
eneral InformationISite Information
nal st
�
inintersectionFo
s Lake Rd. & Second Errs
enc lCo.
KbefinTragic 5erviees
urisdiction
12015
Date Performed
?/24J2007
nalysis Year
With Willow Creek Ph
5
nal sis Time Period
M Peak Nour
Pried Dnscri tiara Htibaif Tamer T
i
-
a tANe t Street: Foys Lake Road
North/South Street: Southeast Entrance
Intersection Orientation: East West
tub Pe6o hr:s: 0.25
chicle Volumes andMuustments
or Suet Eastbound
Westbound
dove m e nt
L
T
R
L
T
F
olum veh/ 13
242431
117
Peak -Hour Factor, PHF 0-92
0.92
0.
0-
.80.86
Hourly Flow Fate, HFR
h 14
Percent Heavy e h icl s 0 r_7
--
--
10
Median Type
Undivided
FAT hannelized
0
0
Lanes 0
1
0
0
onfi uraticn LT
T
tream Signal
inor Street Nodhibound
Southbound
ovem rat 7
8
9
10
11
1
L
T
F
L
R
Peak -Hour Factor, PHF 0.77
0.
0-77
0.77
0.77 0_ 7
Hourly Flaw Date, HFI
ve hih
0
0
8 5
0
9
Percent eavy Vehicles0
0
0
0
0
0
Paroent Grade (%)
0
0
Flared Approanh
Storage
0
ITT Channelized
0
0
Ln
0
0
0
nfi oration
L
Data Queue Length, and Level of Service
ppraaah
Eastbound
Westbound
Northbound
Southbound
Movement
4
7 8
10 11
1
Lane Configuration
LT
L
(vehlh)
1
m) ve h )
956
324
525
5 queue length
0.04
1.03
0.0
c ntrc I Delay (s#vc h)
8.8
20.0
1, o
LOS
A
C
B
pprcach Delay (slveh)
pproach LOS
opyright C 2007 university of Florida. AIF Rights Deserved
HC34TM ergior 6_3Gen
era ted: 1111812009 10:34 AM
file:XADocuments and ettin ob AbelinTocal Setfings�Temp\u2MDO.tmp 11/18/2009
Two -Way Stop Control Page I of 1
TWO-WAY STOP CONTROL SUMMARY
all Information it I n t rm ati n
Fn-e
n
Pr. i
nal st
RLA
Inters ion
oys La a Hd. & SWLnt
ncr /o.
Date Performed
balm Tragic Services
Jurisdiction
I 120
Analysis Year
20 75 With willow Creek PH
nal si Time Period
M Peak Hour
Project Description Hubert Tamar TI
EasMe t Street: Lms Lake Road
hlorthI outh Street; Southwest Entran o
Intersection Orientation: East -Wet
Stu gy Period hr ; 0. 25
Vehicle Volumes and Adjustments
Major tree t Eastbound
Westbound
L
T
R
T
F
Volume Ltehfh) 4
75
135
24
Peak -Hour Factor, PHF 0.77
0.77
0.76
0.61
0.67
0_67
Hourly Flog fate, HFR
5
616
0
Percent Heavy Vehicles 0
--
ed ian T...
ndiv ded
=
T Channelized
0
nes 0
1
0
0
onfi urtion LT
T
H streaSi�nal
inor Street Northbound
Southbound
l lovem nt 7
10
1
L
T
R
L
T
I
plume yehlh
4
1
Peak -Hour Factor, PHF 0.78
0.78
0.78
0.78
0.76
Oa 78
Hourly Flow Data, HFR
0
ve h/h
0
0
69
0
16
Percent Hey hicles 0
0
0
0
0
Percent Grade °
0
0
Flared Appmach
1i
to rag e
0
0
FAT Channelized
0
0
Lanas
E
0
onf oration
R
Delay,. Queue Length, and Level of Service
pproach
Fasthound
wesihound
No thbound
Southbound
oeent
1
4
7
a
9
10
11
1
ane Configuration
LT
L
(vohJh)
5
S
(m) (hih)
14%777
0.00
0.23
a queue length
0_ of
0.65
patrol Delay (lvh)
7.7
1 7_
LOS
A
pproaon Delay (siveh)
--
--
17_3
p-proach LOS
opyIght 0 2 007 umiversItyr of RoOdia, All Rights Reserved
H +rk4 Version 5.3
Generated, 11OW2009 10:34 AM
file:8CADomnents and Settings\Bob b lin\Local Settings\Temp\u214D4.tmp 11/18/2009
Two -Way Stop Control Page I of 1
TWO-WAY STOP CONTROL SUMMARY
Feneral-Infoffnation Ite information
t
Inter lon
V fake rid. Ent
Co.
Nberm Traffic c Services
Jurisdiction
erformed
rnalysis
1/20o
Analysis Year
� �
05
Tire Period
IPM Peak Hoar
Project Deseri liar~ 14uhart Tumer Ti
Ea tANe t Street: Foys Lake Road orth/ oath Street: Southwest Eph�anoe
Intersection Orientation: East-West Ptub Period ftrAs 0.25
ehicle Volumesand Adjustments
ajar Street
Eastbound
Westbound
Movement
1
4
�
L
T
R
T
R
olurn veh
1
763
Peak -Hour Factor, PHP
0.9
0.
0.
0_
0.8
aurly Flow Bata} HFR
vah1h
15
42
0
0
7
73rcent
Heavy eh i c10:=j—
d ian Type
-.-
Undivided
-- _
T hannelized
nes
of u rati o n
#ream Signal
0
0
LT I
1 0 _F
Northbound
0
0 1 o
I T
I 1 0
o th7ound
or Stet
Movement
7
L
B 9
T R
10 11
L T
1
R
of u m e ve h/h
Peak -Hour Factor, PHF
Hourly Flow Rate, HFR
e-h1h
Percent Heavy Vehicles
0.77
0
0
0. 77 0.77
0 0
0 0
0-77 0.77
50 0
0 0
0.77
10
Percent Grade (")
0
0
lared Approach
Storage
0
0
RT Channelized
1 an
0
0
onfi oration
L
el , Queue Length, and
Level of Service
pproach
Ea thound
A-ttinund
Nolhbound
Southbound
Movement
1
4
7
11
12
Lane Configuration
LT
JE]E
L R
(vahlh)
15
60
(m) (veh/h)
10
403
.01
.1
a queue leniath
0.04
.
ontrol Delay ( veh)
8.4
15,5
LO
pproach Delay (seh)
--
--
r 5. 5
pproach LOS
--
--
Copyrigiht 0 2007 Uni-versity of Florida, AJ I Rights Reserved H +TM V@Fsion 5.3 Generated: 11/1 009 10:34AM
file: 11ADocuments and Settings\l ob belin%Local Settings\Temp\u24D8A p 11/18/2009
Two -Way Stop Control
Page 1 of 1
eneral Information
TWO-WAY STEP CONTROL SUMMARY
[site Information
n a I et
L
e n / o .
befin Traffic Services
Date Performed
1/25/2007
Analysis Time Period
M Peak Hour
rojed Description Hubert Turner TI
a Me t Street: US. d�Lhway
intersection Orientation:
East -Walt
Vehicle Volumes and
Adjustments
Wor Street
Ea thoond
I ov rnent
L
T
0I um e ve hlh
810
Peals -Hour Factor, PHF
0.90
0.92
Hourly Flow fate, HFF
vp.hih
0
Peroeni Heavy Vehicles
0
--
Median Type
FAT Channelized
Lanes
0
0nfi u',tlf
trerr� Signal
i or Street
Northbound
ova m e nt
8
L
T
ooium I
Peak -Hoerr Factor PH F
0.80
0.90
Hourly Flow Rate, H F R
18
0
eh1h
Percent Heavy Vehicles
0
0
Percent Grade M
0
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a
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nf uration
L
Blay,Queue Length, and
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proech
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TWO-WAY STOP CONTROL SUMMARY
n rar information
Site Information
nalyst
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Intersection
h Ent
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Date Per -Formed
1/2� 7
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01Willow llo�c PH�ee�
gal si Time. Period
Peak Hour
Pro'a t Description Huborf Turner TI
EasVWest Street: U.S. Highyallorth/South
Street: Northwest Entrance
IntersectionOrientation:
East-West
]StudyPeriods hr : O. 25
ehi le Volumes and Adjustments
a'or Street
Eastbound
Westbound
ovemant
t
2
3 4
5
L
T
R L
T
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01mire h{h)
412
19 78
74
Peak -Hour Factor, PHF
0.90
0.90
0.90 0_90
0.90 0.90
Hourly Flog Fate, HFF
Ve h
627
0
Percent Heavy Vehicles
0
0
.�
Median TpUndivided
FAT Channelized
0
0
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0
0 1
0
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TR L
7
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0
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Northbound
Southbound
ogre m ant
7
a
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L
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T
F
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11
4
Peak -Harr Factor, PHF
0. so
0.90
0.90 0.90
0.90 0.87
Hourly Flow Fate, HFIR
c h
1
�
�� �
0
Percent Heavy Vehicles
0
0
0 L
0
0
Pe rce rat Grade (%)
0
0
Flared Approach
MENNEN
IV
Storage
0
0
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0
0
L nos
0
0 00
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Configuration
,LR
Delay, Queue Length, and Level of Service
ppro2ch
Eastbound Westbound
Nolbbound
Southbound
ovement
1
4
7 8 9
10 11
1
Lane Configuration
L
L
(m) (h/h)
1095
340
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0.08
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0.20
0.6
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8.6
17.9
L
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APPENDIX D
Turn -Lane Warrants
28.E
INTERSECTIONS AT -GRADE
November 2000
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January 7 20 1
traffic Hubert Turner
services 3300 Hwy 2 West
Kalispell, MT 59901
RE: Willow CreekTIS Addendum
Dear Hubert,
t the request ofthe Montana Department of Transportation Abelin Traffic Services
(ATS)has assembled additional information regarding the phasing of the proposed
Willow Creek project. Due to uncertaintiesin anticipated traffic volumes caused by the
proposed Kalispell Bypass construction plans, ATS did not provide specific details about
the individual traffic impacts by phase for this project in the November 2009 Traffic
Impact Study (TIS). ATS recommended that additional traffic counts be performed after
the bypass is operating so that the mitigation schedule can be more accurately evaluated.
Upon review of the TIS, MDT requested some additional phasing information and traffic
volume data for the project which was not included in the TIS. This information has
been provided below. The end results of the Traffic Impact Study have not been changed
in any way.
The proposed phasing plan for the Willow Creek development is shown in Table 1.
Table 1 -Willow w Creek Phasing Plan
Single Family
Townhouses
Total
Phase 1
85
0
55
Phase 2
129
0
129
Phase 3
91
0
91
Phase 4
58
20
78
Phase 5
72
0
72
435
18
455
Table 2 includes the projected trip generation by phase for the Willow Creek project.
This data supplements the information included in Section E of the TIS.
Tables 3-7 contain the Level of Service data for each phase of the development. This
information supplements the data contained in Section G ofthe TIS. This analysis
ass -Limes that the northern access onto Highway 2 is not opened until Phase 2 of
construction.
134 South Howie Street
Helena, Montana 59601
406-459-1443
Table 2 - Trip Generation Rates
Land Use
Units
AM Peak
Hour Trip
Ends per
Unit
Total AM
Park
Hour Trip
Ends
PM Peak
Hour Trip
Ends per
Unit
Total PM
Park
Hour Trip
Ends
Weekday
Trip Ends
per Unit
Total
Weekday
Trip Ends
Phase 1
Single Family
Residential
35
0.75
64
1.01
86
9.57
813
Phase
Single Family
Residential
129
0.75
97
1.01
130
9.57
1, 235
Tnt I Phases 1-
'1
161
916
Phase 3
Single Family
Residential
91
1
0.75
1
68
1
1.01
1
92
1
9.57
871
1
Total Phases 1-3
305
229
303
2, 919
Phase 4
Single Family
Residential
53
0.75
44
1.01
59
9.57
555
Townhouse
20
0.44
9
0.52
10
5.86
117
Subtotal
78
53
69
672
Total Phases 1-4
333
22
377
3, 59 1
Phase
Single Family
Residential
72
0.75
54
1.01
73
9.57
689
Total Phases 1-5
455
336
450
47280
Table - 2011 Level of Service Summary
With The Willow w Creek Subdivision - Phase 1
INTERSECTION
All Peak Hour
PM Peak Hour
Delay
L S
V/c
Delay
L S
V/
Fogs Lance Road & Va II ey Vi ew Drive
18.1
C
NIA
15.3
C
NIA
Westbound ThrulL ft
9.0
A
0.09
7.9
A
0.08
Northbound L ftlF igh t
18.1
C
0.37
15.3
C
0.24
Fogs Lance Fed. & Southeastern Access
15.3
C
NIA
13.3
B
NIA
Eastbound L ft Thru
7.6
A
0.00
8.2
A
0.01
Sout abound Left
15.9
C
0.09
13.8
B
0.04
Sout abound Right
9.3
A
0.00
10.8
B
0.00
Fogs Lake Fed. & Southwestern Access
14.1
B
N/A
13.2
B
N/A
Eastbound L ft Thru
7.6
A
0.00
8.2
A
0.01
Sout abound F ightlL ft
14.1
B
0.07
13.2
B
0.04
Table 4- 2012 Level of Service Summary
With The Willow Creek Subdivision - Phase
INTERSECTION
All Peak Hour
PM Peak Hour
Delay
L S
V/
D I
L S
V/c a
Foys La ke Road & Va I I ey Viow Drive
20.3
C
N/A
16.9
N/A
Westbound tbound ThrulLeft
9.2
A
0.09
3.0
A
0.09
Northbound L ftlf ight
20.3
C
0.42
15.9
C
0.27
Fogs Lake Fed. & Southeastern Access
17.1
C
N/A
14.6
B
N/
Eastbound Left Thru
7.7
A
0.00
3.4
A
0.01
Southbound Left
17.9
C
0.13
15.1
C
0.10
Southbound Right
9.4
A
0.01
11.1
B
0.01
Fogs Lake Fed. & Southwestern Access
14.7
B
NIA
13.7
B
NIA
Eastbound Left Thru
7.6
A
0.00
3.2
A
0.01
Southbound F ightlLeft
14.7
B
0.10
13.7
B
0.03
U.S. Highway 2 & willow Creek Drive
18.7
C
NIA
15.7
C
NIA
Westbound tbound ThrulLeft
9.5
A
0.01
8.3
A
0.04
Northbound f ightlLeft
18.7
C
0.15
15.7
C
0.09
Table 5 - 2013 Level of Service Summary
With The Willow Creek Subdivision - Phase
INTERSECTION
AEI Peak Hour
PM Peak Hour
Del
L S
V/c
Delay
L S
V/
Fogs LaKe Toad &Valley View Drive
22.7
C
N/A
18.5
N/A
Westbound tbound ThrulLeft
9.4
A
0.10
3.1
A
0.09
Northbound LeftlF ight
22.7
C
0.45
18.5
C
0.30
Fogs Lake Fed. & Southeastern Access
19.4
C
NIA
16.0
B
NIA
Eastbound Left Thru
7.7
A
0.00
3.5
A
0.01
Southbound Left
20.5
C
0.23
15.5
C
0.15
Southbound Right
9.5
A
0.01
11.4
B
0.01
Foys Lake Fed. & Southwestern Access
15.5
NIA
14.3
B
NIA
Eastbound Left Thru
7.6
A
0.00
3.3
A
0.01
Southbound f ightlLeft
15.5
C
0.14
14.3
B
0.10
U.S. Highway 2 & willow Creek Drive
19.
NIA
16.4
C
NIA
Westbound ThrulLeft
9.6
A
0.02
8.4
A
0.05
Northbound RightlLeft
19.5
C
0.21
15.4
C
0.12
Table 6 - 2014 Laval of Service Summary
With The Willow w Creek Subdivision - Phase 4
INTERSECTION
All Peak Hour
PM
Peak Hour
Del a
L S
V/c
De 1a
L S
V/
Fogs Lance Road & Va II ey Vi ew Drive
25.6
D
NIA
20.0
C
NIA
Westbound tbeund ThrulLeft
9.6
A
0.11
8.2
A
0.09
Northbound LettlHlght
2b.b
I._)
U.bl
2U.0
C:
U.3
Fogs Lance Fed. & Southeastern Access
21.9
C
NIA
17.5
B
NIA
Eastbound LeftlThru
7.8
A
0.00
8.7
A
0.01
Seuthbeund Left
23.2
C
0.35
18.0
C
0.20
Seuthbeund Fight
9.5
A
0.01
11.7
B
0.01
Fogs Lance Fed. & Southwestern Access
16.2
NIA
14.8
B
NIA
Eastbound LeftlThru
7.7
A
0.00
8.4
A
0.01
Seuthbeund FightlLeft
16.2
C
0.18
14.8
B
0.13
U.S. Highway & Willow Creek Drive
21.1
C
N/A
17.
N/A
Westbound ThrulLeft
9.7
A
0.03
8.5
A
0.05
Northbound FightlLeft
21.1
C
0.25
17.0
C
0.15
Table 7 - 2016 Level of Service Summary
With The Willow Creek Subdivision - Phase
INTERSECTION
AM Peak Hour
PM Peak Hour
Del a
LOB
F V/cDelay
L S
V/
Fogs Lake R02d & V2 I I Gy Viow Drive
29.3
D
NIA
22.3
C
NIA
Westbound ThrulLeft
9.8
A
0.11
8.2
A
0.10
Northbound LeftlFigh t
29.3
D
0.55
22.3
C
0.36
Fogs Lake Foci. & Southeastern Access
25.8
D
N/A
19.2
N/A
Eastbound LeftlThru
7.8
A
0.01
8.8
A
0.04
Seuthbeund Left
27.5
D
0.45
20.0
C
0.25
Seuthbeund Fight
9.7
A
0.02
12.0
B
0.02
Fogs Lance Fed. & Southwestern Access
17.3
NIA
15.5
NIA
Eastbound LeftlThru
7.7
A
0.00
8.4
A
0.01
euthbeund FightlLeft
17.3
C
0.23
15.5
C
0.15
U.S. Highway 2 & Willow Creek Drive
23.0
C
NIA
17.9
C
NIA
Westbound ThrulLeft
9.3
A
0.03
_
0.03
Northbound FightlLeft
23.0
C
0.32
17.9
C
0.18
Included with this addendum please also find the projected traffic volumes for each phase
of the project and the individual L S data sheets for each intersection. If you have any
additional comments or questions please feel free to contact rue at 406-459-1443.
Sincerely,
Bob Alin, P.E.
Abelin Traffic Services, Inc.
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TWO-WAY STOP CONTROL SUMMARY
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Intersection
Fogs Lake Rd. lade View
�4
Rd
gency/co.
Malin Traffic Services
ui i bd i t tic n
ate Performed
1/2� 0
Analysis dear
11 With Willow Creek PH
nal i Time Period
Peak Hour
Project Description Hubert Tumor TI
EasMest Street: Foys fake Road
orthl oath Street; Valli Vier Road
Ptudy
nver a tion dentition:
East-1 est
Period hr : 0.25
ehicle Volumes and Adjustments
a'or Street
Eastbound
Westbound
L
T
R
L
T
F
clume veh
434
40
57
10
Peak-Houf Factor, PHF
0,76
0.79,
79
0.65
0.65
0.61
Hourly Flow R q tom, H FR
eh/h
0
549
80
87
10
Percent Heavy ahi le
0
0
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Undivided
FAT Channelized
Lanes
0
1
0
0
1
0
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u stream Signal
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0
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Southbound
mnt
7
8
9
10
11
'1
L
T
P
L
T
plume vehil
80
100,_
Peals -Hour Factor, PHF
0.
O. 8
0_ 7
0,78
.7
0, '78
Hours Flour hate, HFP
0
1
0
0
0
eh/h
Percent Hoy Vehicles0
o
0
0
0
Percent Grade � � �
0
0
Flared Approach
N
N
Storage
8
0
T Chanrielized
0
0
Lanes
0
0
0
0
0
0
onfi ration
L
Dellay,, Queue Length. and
Level of Service
�pproach
Eastbound
Westbound
Northbound
Southbound
Movement
1
4
7 8
9
10 11 1
Lane Configuration
LT
L
veh/h)
87
163
0. 0-9
0.37
.5 queue length
0.
1.70
o ntro I Delay( eh)
9.0
1 8. 1
LOS
A
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Pp roach LO
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TWO-WAY STOP CONTROL SUMMARY
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1/24/25'07
j4nalysis Time Period
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oys Lake Rd- & Valley View
Rd
ur isdirAion
AnalysisYear
011 With Willow Cmek P
1
Prc' c# Description Hubert Turn r TI -
Ea tie t Street: Foys Lakig Road
Street: ale rear Road
EorthlSouth
tersedion Orientation: East-West Period hr a 0,25
ohicle Volumes and Adjustments
'or Street Eastbound Westbound
alum yeh
eak-Hour Factor, PHF
ourly Flow Rat , HFR
Leh/h
Percent Heavy Vehicles
than Type
L T R
187 38
0.92 0.92 0.92
0 203 41
0 - --
Undivided
L T I
96 750
0. 86 0.88 0.86
406 0
0 --
T Channelized
Lanes
cnfl oration
0
0
0
TR
0
LT
0
0
U stream Signal
inor Street
0
I oNhbound
South bound
110 ernelnt
T
8
9
10
11 1
olurn veh/h
Peals -Hour Factor, PHF
L
0
0.77
T
0.77
R
44
0.77
L
0_
T R
0.77 .77
Hourly Flag Date, HFR
h/h
1
0
57
0
0 0
Percent HeavyVehicles
0
0
0
0
0 0
Percent Grade (%)
0
lared Approach
N
N
Storage
0
0
ITT Channelized
19
0
Lines
0
0
0
0
0
0
nfi u rati ors
L#
alay, Queue Langth,,2ndl
Legal of Sarvice
pp rc ach
Eastbound
Westbound
North ba a n d
Southbound
Movement
1
4
7
8 9
10
11 1
.anp- Confi Uration
LT
L
(m) (v hfh)
1334
456
1
0,09
0.24
5 queue length
0.27
0.91
Control Delay (siush)
7,9
15.
A
R proa ch Delay ( e h)
_-
s-
15.3
p pToa ch LOS
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TWO-WAY STOP CONTROL SUMMARY
Feneiral. Infommm� nPC - . I. -
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nalyst
Intersection
Lake ME & Second Ent
gency/co.
fin Tray Services
Jurisdiction
Date Performed
f1//2/2
Analysis Year
01 f With flo Creek PH
nail i Time Pe!riad
Pea Hour
Project De ri tion ybexf Tumor TI
a tf e t Street. Foys Lake Road I arth/South Street, Southeast Entrance
tersection dentition: East-West #ud Period hr : 0.25
hilcle Volumes and Admustments
a'or Street Eastbound Westbound
L T R L T R
olum yah1h
1
447
1
r
Peak -Hour Factor, PHF
0.76
0.76
0.76
0.61
0.64
4
Hourly Flow Rate. HFF
vp.h
�
568
0
0
196
9
Prn# Heavy Vehicles
0
--
--
0
_
Median Type
Undivided
ITT Channefized
0
Lanes
0f
0
0
0
c nfi u r ation
L T
U tfeam Signal
0
Northbound
or ,street
Snuthlbound
IVI D nt
7 8 9
10 11
1
L T P
L T
Peals -Maur Factor, PHF
0.78 0,78 0.78
O. 77 0.78
0.77
Hourly Flow Fate, HFR
0
1 0
�r h/h
ercent Heavy Vehicles
0 0 0
0
ercent Grade (%)
0
Flared ApprOWII
Storage
0
o
iT Channelized
0
Lanes
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L
Della , Queue Length, and Level or Service
pproach
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festbound
Northbound
Southbound
ogre m e rat
1
4
7
a
9
10 11
1
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LT
L
(m) (vah1h)
13to
362
queue Ierigill
0.00
0.28
0.01
o n tro I Delay ( ve h)
7.6
15-9
9,3
L0S
A
pprca h Del2 ( veh)
pp roach LOS
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Two -Way Stop Control
Page 1 of I
TWO-WAY STAR CONTROL SUMMARY
enera! Information Site Intarm1. ation
Analyst
RLA
n /c.
balm Traffic Services
Date Pefform d
IY21200
Analysis Time Period
P Peak Hour
intersection
Jurisdiction
nalysis Year
'a s Lake Rd. &Second Ent
0 11 With Willow Creek PH
Pry eo# Description i#uberf Tumer TES
EasYWest Street: E2Ls Lake Road N rthl oath Street: Southeast Entrance
Intersection Orientation: East-West Stu dy Period hr 0, 25
ehicle Volumesand
Adjustment!;
21W Stmet
Movement
EastboundWestbound
1
46
L
T
R
L
1
T
R
olume (veh1h)
Peak -Hour Factor, PHF
Hourly Flog rate, HFI
v�h�h
l3-errant Heavy eh i I es
3
0.9
0
03
203
2
.19
0
--
0.
—
0.8
0
362
0.
--
27
0. '
--
ed ierr j1pe
T Channelized
Lanes
Undivided
0
0 0 0 0
nfi uration
LJpstrearn Signal
LT
T
Enor Street
Northbound
Southbound
f O over nt
7
10 11
1
L T R
L T
P
of u m e h/h
1
Peak -Hour Factor, PHF
� 77 0.77 0.77
0.77 0.77
0.77
Hourly Flow Rate, HFR
ire h/h
0 0
1 0
rnt Heavy Vehicles
0 0 0
0 0
Percent Grade
0
0
F12red Approach
tc rag a
0
0
FAT Channelized
0
Lanes
0
0
0
1
0
1
cnf uratioan
L
R
FE
Delay, Queue Length, and Level of Service
F proaoh
Eastbound
Westbound
Nrthbou nd
Southbound
Movement
1
4
7
8
9
10 11
1
Lane Configuration
LT
L
eve huh )
3
19
(m) (veh/h)
1120
429
625
Ic
0.00
0-04
0.00
queue length
0.01
0.14
0.01
o n tro I Delay (#ve fir)
6.2
13.8
10.8
L
pproaCh Delay (s/veh)
pproaoh LO
opyright 0 2007 university of Florida, All Righ#s Reserved
H #TM Version 5.3
Generated: 1f271 D10 0-50 A
fie:// : o ument and Settings\Bob AbelinTocal Settings\Temp\u. I O.tmp 1/ 7/ 1
Two -Way Stop Control
?age I of I
TWO-WAY STOP CONTROL SUMMARY
nerai information
nal St
/C0.
11f1 Tfa�C S@NIC65
Date PerFormed
FLA$Il
120Q7
nal sis Time Period
Peak Hour
Site Information
n t ers ect ion
Jurisdiction
Lake Rd. & SIN Ent
(Analysis Year r,Q17 vVlfh vVlflow Creek PH
r
Dnscri han Hubert Tumar TIe t #r t: Fo Cage Road Northf outh Street: o lh t Entrance
etin rinttlan;r Stud Pried hr .to Volumes and Adiustmenift
aTor Street
Eastbound Westbound
Rovement
1
4
L
T
R L
T
lum yeh/h
1
0
116
1
oak -Hour Factor, PHF
0.77
0.7 0.81
.
0.67
purl Flow Rate, HF
e h/h
1
5
0
17
t
Percent Hew Vehicles
�
--
-- 0
—
Median T
Undivided
FAT hannelized
Lanes
0
t
0
0
1
0
E7on�figguralio-n
LT
T
Upstream Signal
0
0
R'n'777Street
Northhound
Scuthbound
Movement
7
a
9
10
11 1
L
T
R
L
T l
Volume yehfh
0
4
Peak -Flour Factor, PHF
0.78
0-78
O, 78
0.78
0.780.78
Hourly Flog Fate, HFR
.&h
0
0
25
0
Percent Heavy Vehicles0
0
0
0 0
Percent Grade
lered Approach
Storage
a
ITT hainnelized
0
0
L �nP..q
enfi urartion
L
uslay, wusue Lan in ana
Le e( Of berVICe
%pproach
Fasthcund
Westhound
Northbound
Southbound
ovement
1
4
7 8 9
10
11
1
Lane Configuration
LT
L
ve hih)
30
77=7
(m( ve h /h)
1394
425
% queue length
0.00
0.23
77 woonlrol Delay ( veh)
7.6
14.1
L
71p�DprO:a@ch [Delay (siveh)
--A
--
14.1
1
pproa�ch LOS
—
--
8
opydght 0 2007 Jnilvers4 of Florida, All RIgbts Reserved
H +TM Version 5_3 Generated, 1127/2010 8; 51 AEI
file:// : \Documents and r \Bob AbeliMLocal Settings\Temp\u2k I .trap 1/ 7/ 010
Two -Way Stop Control Page 1 of 1
cement 1
4
L
T
R L
T
R
oluru yeh/h
15
Peals -boor Factor, P#-1F 0.9
.9
0.
0.8
0.86
Hourly Flow Fate, HFR
eh
11
0
Percent Heavy Vehicles 0
IMedian Type I Undivided I
FT -h a n n aI ized
Lanes 0
0
1
0
ft
onfi oration LT
TR
1jpstrearn Signal
iinor Stmet I or#bboond
Southbourid
ogre m ent 7
a
9
10
11
1
L
T
F
L
T
R
Eo m y h
is
beak -Hour Factor, PH F 0.77
0.77
0.77
0.77
0,77
burly Flo Rate, HF
Leh/h
Percent Heavy ehicle 0
0
0
0
0
0
Percent Grade %0
0
Flared Approach
Storage
0
0
T Channelized
0
0
Lanes
onfi uratfon
LR
uoisy, uueue Lid th ana
LQVQI Of berVICe
pproach
Ea #bound
Westbound
Northbound
Southbound
Movement
1
4
7 9
10 11
1
Lane Configuralion
LT
L
( h)
(m) (ve b/h)
1147
464
/c
0.00
0.06
50h queue lengtn
0.01
0.18
ontrol Delay ( eh)
8.2
13.
LOS
A
B
roachDelay sel�
--
�,-.
Prch L
--
--
B
opyright C 2 007 Univ"Ity of Florida, AI Righta Reserved
file://C:\Documents and Settings\Bob AbelinTocal Settings\Temp\ 1D,t. p 1/ 7/ 1
Two -Way Stop Control
Page 1 of I
TWO-WAY STOP CONTROL SUMMARY
General Information[Site Information
nai st
n .
fin TraM o ice
pate Performed
14/27
�nalysis Time Period
M Peak Hoar
Project Description Hubert Tumor TI
EasMest Street: Foys Lake Road
MENNEN
Intersection Orientation:
East-West
EpVolumes and Adjustments
Street
-Eastbound
Movement
�2
L
T
�r Volume hfh
Peak -Hour Factor, PHF
0.76
.
Hourly Flog RAtP., HFR
e h/h
0
501
Percent Hey Vehicles
0
--
Median Type
T Channelized
Lanes
0
onfi uratio
stream 5ignal
et
North bo a n d
Fn n
L
T
Peak -Hour Factor, PHF
0.79
0.76
Hourly Flag Rate. HFR
39
0
eh
Percent Heavy h i cl e
0
Percent Grade (%)
0
Flared Approach
,I
Storage
0
T hannlizd
banes
P
0
ortifi u�ratiorw
LR
Delay, Queue Length, and
Legal of Service
pproach
EastbDundi
Westbound
Moverunent
1
4
Lane Configuration
LT
(vehfh)
89
5 ° queue length
0.31
ontroi Delay (si h)
9.2
LO
pproah Delay (eh)
ppreah LOS--
--
CQRyrig ht 0 2007 UnivcF*-I#y cf FIorildo, All Rights Re5cr -d
hterseetien
oys flake Rd. & VaReyView
d
Jurisdiction
Analysis Year
012 nth WFIlow Creek PH
orthi ou#h Street: Valley View Road
tudy Period (hr ): 0.25
3 4
R L
40 58
0.79 F �65
50 89
p
Undivided
0
o a
TR LT
9
102
0.79
129
0
A
a
Northbound
7
L
41
_4
2.02
0.
.
C
tics+"*' version &s
Westbound
5
T
116
Q
outhbound
11
T
0.78
0
IV
0
0
0
d
0
on
Sauthbound
10 1 11 12
Generated: UM2C t O 9,16 AM
file: // :\Documents and Settings\Bob Abe Iin\Local S ettings\Temp\u2k1 .trap 1/2612010
Two -Way Stop Control
Page 1 of I
TWO-WAY STOP CONTROL SUMMARY
eneraI Infommb�rmation Ite Information
PIF
i 1f�l�r,�r i�rti�ar
n-alys! LA
intersection
url diction
Analysis Year
%J j A.smrZv r k4s- V5 if Siff 1F f
Rd
01 With flo e PH
/ o- fin Ti-af rrc ..0 vF' a
rnalysis
erformed 112412
Time Period P Peak How-
hEast
ot
Descriptionfrrr� � f t Street: Foys Lake Road North/South Street: Valley View Road
InterseO#ion Orientation: East -Kest IStudyPeriod hr ; 0_ 5
O ld; Volumes and
d' u tm nt
a'o r Street
Ea thou n d
Westbound
ov ment
4
5
fi
P
T
R
plum yeh�
211
9
98
39,3
Peak -Hour Factor, PHF
0.
0.
.8
0.66 6
Hourly Flog Fate, HPP
eh#h
0
4
11
Percent Hey Vehicles
0
—
--
Median Type
ndivi
ed
RT hannelized
0
Lanes
0
0
o nfi u rati on
TR
LT
�!pstream Signal
0
0
Minor Stmet
NorthboundSouthbound
Movement
7
8
9
10
11
1
L
T
R
L
T
P
7o�lumie veh1
1
4
Peak -Hour Factor, PHF
0-77
0.77
0.77
0.77
O, 77 0.77
Hourty Flow Fate, HFR
53
0
58
0
0
0
Ltveh/h
Percent Heavy Vehicles0
0
0
0
0
Percent Grade (%)
0
Flamed Approach
N
IV
Storage
0
0
RT Channelized
0
Lanes
0
0
0
0
0
0
onfi ution
L
Telay, Queue Lenigth, and
Level of Service
proach
Eastbound
Westbound
Northbound
Southbound
ovement
1
4
7
8
10
11
12
Lane Configuration
LT
,
veh/h)
113
(m) (veh/h)
1304
414
r.
0_ 0
0_ 7
o queue length
0.28
1.0
Control Delay (shah)
8.0
16.9
_0S
kPproach Dell (sick)
--
--
1.
Cupyii9tit 0 2007 UriivufWLy ref Fluddti. AlI Rig Iiu� Rt!rVtPd
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ile:HC: Tocuments and SettingsTob AbelinTocal "ingsU mp\u k11 .tmp t /26/20 1
Two -Way Stop Control Page 1 of I
TWO-WAY STOP CONTROL SUMMARY
Eeneral Information ite Information
real t
m i-er a cti o n
Lake Rd. Second Ent
encylGo.
Alin TrafficService
uridic#ion
ate Performed
1/24
Analysis Year
01 With Willow �.::reeK PH
nab i Time Period
f Peak Hour
Project Description Hubert Te ar TI
Ea Met Street: E2Ls Lake Road
orth/South Street: Southeast Entrance
Itudy
Intersection Orientation: East -I es
Period
hr ,- 0.25
hicle Volumes and Adjustments
ajar Street Eastbound
Westbound
1 1 ovens ent
L
T
R
L
T
R
olurne veh/h
4
130
1
ea -Hour Factor, PHF 0.7
O� 76
O. 76
0- 1
0.64
0.64
curly Flow Rate, HFF
ve h 1h
0
0
203
efoent Heavy Vehicles 0
--
--
�.
d Gn7y e
di vided
Undivided
T Channelized
0
anes 0
0
0
0
onfi uration LTTR
stream Signal
0
0
inor Stireet Nolhbound
Southbound
cvement 7
"I
...
11
12
L
T
R
L
T
eiume eh1h
49
5
ealk-Hoar Factor, PHF 0. 78
0.78
0. 78
0,77
0.78
0, 77
ourly Flow Rate, HFR
ve h /h 0
0
0
63
0
ercent Heavy Vehicles 0
0
0
ercent Grade (
0
0
Flaredfoocb
to rag e
0
0
FAT Channelized
0
0
Lanes
0
0
onf oration
L
R
Islay, Queue Length, and Level of Service
pproach
Eastbound
Westbound
NnIhhnund
Southbound
Movement
1
4
7
9
10 11 1
ane Configuration
LT
L
(veh1h;
2
63
6
(m) (veh1h)
1352
342
queue length
0.00
0.615
0.0
ontrol Delay (s/veh)
7.7
17.9
9.4
LOS
A
pproeeh Delay (sfveh)
--
--
17.1
pp roa ch LOS
Copyngh# 0 2007 Unive slty of florid. All Rights R as-e nied
H +TM
Version 5.3
Generated, V2612010 918 AEI
file-a//C 4 Wocurnents and S ettingsTob Abe 11"n\Local Setting s\Temp\u kI I F.t p 1 / / 1
Tiro -Way Stop Control Page 1 of 1
TWO-WAY STOP CONTROL SUMMARY
rural information
Information
nal t
on
o s Lake Rd. Second Ent
n/ o.
be7nTraff'lc e i
ti n
rna
Late Performed
1��0�
Year
01With WillowCrook PH
Analysis Time Period
PM Pgak Ho-ur
2
Pro'eact Descrietion i4ohert Timar TI
East/West Street, Foys Lake Road
Northl oath Street: Southeast Entrance
]StudyPeriod
Intersection Orientation:
East -best
hrs :
0.25
,tile Volumes and Adjustments
' o r Street
Eastbound
Westb o u n d
L
T
R
L
T
F
clume ehf
6
212
37i9
eak-Hour Factor, PHF
IL OA92
0.92
0.92 1,0786
0.86
0.86
curly Flog Rate, HFR
vehlh65
0
0
0
4 9
ercent Heavy Vehicles
0
ed is n Type
Undivided
T Channelized
0
nee
0
1
onfi uration
LT
T
stream Signal
0
inor Street
Northbound
Southbound
Movement
7
B
9
10
11
1
L
T
R
L
T
I
olume Lveh/h)
eak-Hour Factor, PHF
0.77
0.77
0.77
0.77
O� 77
0.77
Hourly Flog Rate, HFR
arc h
0
0
0
41
0
Percent Heavy
=MEW0
0
0
0
0
0
Percent Grade N
0
0
Flared Approach
N
N
Storage
0
0
ITT hann lined
0
Enos
0
0
0
1
0
onfi uration
f
R
DelayQueue Length, and
Level of Service
pproach
Fastbound
Weetbound
Northbound
Southbound
Movement
1
4
7
8
9
10
11
1
Lane Configuration
LT
L
R
(m) (veh )
1071
39,9
596
0.10
0.01
I* queue length
0-0
0.34
0.03
ntrol Delay ( eh
15.1
11. f
L1A
G
B
pproach Delay (Wven)
14.6
pproach LOS
8
CopyightO =07 university of Florida, All Fights Resew
H +TV Version 5_3
Generated: 11 6001C) 9:18 AM
file: 11 : ocwnents and Settings\Bob AbelinT ocal Settings\Temp\u212 3.t p 1/2612010
Two -Warr Stop Control Page I of 1
ove m e nt
1 4
L T R L
T
R
of u m veh/h
441
121
1
Peals -Hour Factor, PHF
0.7 .77 0. U 1
0.67
Or6
curly Flow Rate, HFR
ire h 1
7 0
10
22
Percent Hem Vehicles
Median a
0 _ --
redivided
FZT hanne ized
0
Lamas
0
1
0
0f
0
�2 n uratkon
LT
TR
strea m Signal
0
inor Suet
Northbound
Southbound
Movement
7
8 9
10 11
1
L
T R
L T
R
alum vehlh
7
Peak -Hour Factor, PHF
0_ 8
0.78 0.78
0.78 0.78
0.78
Hourly Flo Rate, HFR
e hil I
0
0 0
0
7
Dercent Heau"Veblctes
0
0 0
0 0
0
rnt Grade
0
0
Flared Approach
N
IV
Storage
0
0
ITT Channelized
0
0
Lane*
0
0
0
0
0 0
onfiuration
A.
L
iW UUOU9 Len m an
Level or service
Rpr-oa h
Eastl)our d
Westbound
Hodhtiound
Southbound
Movement
1
4
7
8
9
10
11 1
Lam Configuration
LT
L
hfh)
2
41
(m) (ve h/h )
1382
412
queue len th
OM
0.33
Control Delay (Iv h)
7.6
14.7
LOS
A
I
L
8
Approach Delay (,#vet)
--
--
14.7
Approach LOS--
_-
Capyn9ht 0 2 007 University of F:loddia, All Rights Reserved
H .OTM Version 5.3 Gerierat ; V26=10 9:143 AM
file :XADocuments and Settings\Bob Abelin\Locat Setting s\T mpg u 12 7# tmp 1/26/2010
Two -Way Stop Control
Page t of 1
TWO-WAY STOP CONTROL SUMMARY
eryer l information
nalyst
en / o.Traffic
Services
Tb
Date Pe r fo rm d
7
nal i Time Periodak
Roar
Hto Information
rater ection
luridicticn
6 ors Lake fed. & SW Ent
r i l i �' 113
1 With Willow k PH I
Pr"'
& Description � fu rt Tourer TJ
a t f t Street: F� s Lake Road I ortb/South Street- Southwest Entrance
Intersection Orientation: East-Westeri hr_
ahir-In Voinmas and Adiustmenft
ftor Street
Eastbound
Westbound
Aovement
2
3
4
L
T
R
L
T R
lure (yeh/hy
7
203
Peak -Hour Factor, PHF
0.92
0.97
0.92
0.86
0.86 0.86
Hourly Flow Fate, HFR
veh/h
7
220
0
0
405
ercent Heavy Vehicles
0
0
-- —
edian Tyee
Undivided
FAT Channefizad
Lanes
0
1
0
0
Configuration
LT
TR
& "veam Signal
0
0
Minor Street
Northbound
SauthbDund
70%vement
7 8
9
10 11
1
L T
R
L T
R
(veh1h)
23
1
4
Peak -Hour Factor, PH F
0_ 77 0.77
0.77
0.77 0_ 7
0.77
Hourly Flow Rate, HFR
rah f h
0 0
0
29 0
1]
Percent HeavyVehicles
0
0
0
0
er' nt Grade (%)
0
lare Approachf
F0
to rag e
0
RT h' nnelize
0
0
La net
0
0
0
0
0
0
onfr uratio-n
L
welay I UUOUG Len gin aria
LGYOI er b9rVICe
ppma h
Eastbound
Wesibnund
NnMhbound
Southbinund
Movement
1
4
7
a
g
10 11
1
Lane Configuration
LT
L
ve h1h
7
.94
(m) (vela/h)
1328
0
VIC
0.01
0.08
% queue lengths
0.02
OWN
0.24
Control Delay ( eh)
8.2
13.
L
70prea Delay (veh)
--
--
1 3. 7
Approach LOS--
--
Copyright 0 2007 Uni r-5ity of F�ur1da, AID RiOW, Reser ed
N +TEA Version 5.3 Generated: 112W201 D 9;1 S M
file://C ADocuments and Settings\Bob AbelinTocal Settings\Temp\u21 2B.tmp 1/ / 1
Two -Way Stop Control
Page I of 1
TWO-WAY STOP CONTROL SUMMARY
rKDate
ral Information i Information
Intersection
a & Ent
#
Jurisdiction
qencyiCo.�01With lo+
Creek
PH
rforned �O0nalysi dear
i Time Pen'od WM Peak Hour
Project DewrlptiorT Hubuil Turrio _ TI
gastlWe-st Street; U. Sr Highway
Intersection Orientation: East-West
Vahialle Volumes and Adiustments
a rt h { n uth Street: Northwest En trap a
tudv Period ffira): 0,25
ftor Street
Eastbound
Westbound
Zvement
1
2
3
4
L
T
R
L
T
R
alurn yahlh
71
5
if
301
Peary -Hour Factor, PHF
0,90
0.920.92
0. 7
0.90
Hourly Flow Rate, HFR
ve h/h
0
816
5
12
334
0
"ercent Heavy Vehicles
0
0
a -
Median Type
Undivided
FAT Channelized
Lanes
0
1
0
1
1
0
inf uration
TR
L
T
Jpstream Signal
0
0
Eno�rstreet
N_o_"r'_'t_hbo_und_
Southbound
ove m ant
7 8
9
10
11
1
L T
R
L
T
Volume vahth
I
33
Peak -Hour Factor, PHF
0.80 0.90
0.90
0.90
0.8
Hourly Flaw Rate, HFR
113
115
0
0
0
Percent Heavy Vehicles0
0
0
0
Percent Grade
0
0
r1ared Approach
Storage
Lanea
0
0
0
Eonfiguration
L
Lpei , vueae Len Uri, aria
LeV01 aT service
Approach
Eastbound
Wastbound
Northbound
Southbound
Movement
Lane Configuration
1
4
L
7
8
L
9
10
11
1
veh/fir)
4
( m)( va hth)
817
312
0.01
0,16
queue length
0_04
19�5
ontrol Delay ( veh)
9.
18.75
TOS
A
C
proa h e ( reh)
�pproach LOS--
--
--
�-
18.71
opyright C 2007 Un1versity of FIalda, }ail Rights Reserved
H#Thy Version 5.3 enereted: 1 6/ 010 9;18 AM
fit ;II :\Documents and ttin� ob b 1in\Local Settings\Temp\u211 .tmp 1 / 1
Two -Way Stop Control Page 1 of 1
RT Channelized
0
0
nes 0
0
1
0
nfiu rati o n
TR
L
T
Ji3strearn Signal
0
Enar Street Northbound
Southbound
Iavrnnt 7
8 9
10
11
1
L
T R
L
T
R
Volume eh 7
Peak -Hour Factor, PHF 0.80
0_ 0 0,90
0,90
0.90
0.87
Hourly Flo F ate, HF (yeh 8
0 8
0
0
- — ------
Percent Heavy Vehicles0
0 0
0
0
0
Pa rce nt Grade (%) 0
0
Flared Approach
Storage
0
0
FAT Channelized
0
Lanes 0
0
0
0
0 0
cnfi uration
L
wee , uueule Lengun, anO
Levei or tarvice
Wraach
Eastbound
Westbound
Nuahbound
Southbound
Movement
1
4
7
a
9
10
11 1
ane Configuration
L
L
(veh1h)
10
115
IC
0.01
0.05
b% queue lengthy
0.04
0.1
antral Delay (s eh)
6.2
I
LYEA
C .. .... .
r
p l ech Delay (#ve h)
17.
pyright 0 2 007 University of Florida, All Fights Reserved H #T" Version 5_3 Generated, 112612010 :5:32 AM
le WC AD erment and Settings\Bob b 1in\Focal tfin\T rnp\u2 F , p 1 / / 1
Two -Way Stop Control
Page 1 of 1
TWO-WAY STEP CONTROL SUMMARY
n II Information
Ite Information
PE
Intersection
o s Cage d. Valley View
Rd
naI t RL
errs ICU, befin Tta �c o ice
Jurisdiction
Drat Perfarred��
Analysis Year
013 1i 1Irferf
nalysis Time Period M Poak Hour
Project Description Hubei Tumor Ti
92stmest Street: Fogs L a e Road
IntersectionOrientation: East-West
Vehicle Volumes and Adjustments
/South Street: Vailey View Road
Period (hr ): 0.25
e'or Street
Eastbound
Westbound
L
T
R
L
T R
olume vehih)
516
41
59
129
Peak -Hour Factor PHF
0.76
0.79
0.79
0,65
0.650- 1
surly Flow Date, HFR
va h/h
o
653
51
90
198
Percent Heavy Vehicles0
--
--
-f
Median Type
Undivided
FAT Channelized
0
0
Lanes
0
0
0 1
0
enfti uretion
LT
ips #ream Signal
0
Monwoomr Stmet
Northbound
Southbound
ftement
7 8 9
10
11
1
L 1 R
L
T
R
oI u m�vehlh)1
105
Peek -Hour Factor, PHF
0.79 0.78 0.79
0.78
0.78
o_ 78
Hourly Flow Fete, HFR
vehfh
9 0 132
0
0
0
erent Heavy Vehicles
0 0 0
o
0
0
Percent Grade (%)
0
Flared Approach
N
Storage
o
FAT Channelized
0
0
Lanes
0
0
o
0
0
0
onfi u rat o n
LR
..eiay, ijueue Lenarse
Levell oT zervice
Approach
Eastbound
Westbound
Northbound
Southbound
5overnent
1
4
7
8
9
10
11
1
Lane Conflauration
LT
LR
m) (ve h1h)
903
371
We
0.46
queue length
0.33
2.35
Control Delay (s/v h)
94
22.7
L
Approach Deiay ( veh)
22.
Approach LOS
--
opyngnt 0 ;2007 University of �-Icnae, All KIgMS elVed
H +Tm Version 5,3 Generatad: 1 f2 612010 9:50 AM
ail :// : Tocuments and Settings\Bob AbelinTocal Settings�Temp\uR131F.trnp 1 / / 1
Two -Way Stop Control
Page I of 1
TWO-WAY STOP CONTROL SUMMARY
n raI Information
nal si
ZA
en lC:o_
eJin 7war'PC Services
ff
Date Performed
241'2007
nal sis Time Period
IPM Peak Hour
ite Information
Intersection Foys Lake Rd. & Valley View
Rd
uri iIctlon
Analysis Year 13
2013 With Willow Creek PH
26
11naltersection
'Description Hubert Tumor TI
e t Street: F Lak Road North/ outh Street: Valle 1a Road
riettin:- tad Period hr ; 1
hi le Volumes and Adjustments
a' or stmet
Eastbound a tbo u n d
overnen#
1
4
5L
T R L
T
R
1 lue (yeh/h)
[Hourly
235 40 100
436
eals-Hour Factor, PHF
0.
O� 0r OM
0.86
0.86
Flo Rate, HFR
h1h
0
5 4 11
0e
Percent Heavy Vehicles
0
-- — 0
Median Type
Undividect
RT Channelized
0
0
La rues
0
0
0
1 0
n�uration
TR
LT
lis-tream Signal
0
0
Nnor Street
Northbound
Southbound
Deem
7
6
9
1G
11
1
L
T
R
L
T
R
701�ume (yeh1h)
42
46
Peals -Hour Factor, PHF
0.77
0.77
0.77
0.77
0.77
0.77
Hourly Flow Rater HFR
vh1h
rr,nt Heavy Vehicles
0
0
0
Percent Grade ���
0
0
Flared Approach
T-=
tra
PT Channelized
0
0
Lanes
0 0
0
0 0
0
nfi uration
L
Lisp . wueue Len in anG
LeVel OT ZerVIC8
pproach
Eastbound
Westbound
Northbound
Southbound
I overnent
1
4
7 8
9
10
11
1
ne Configuration
LT
LR
vehfh
116
113
(m) (veh/h)
15
378
;1r_
0. 09
0.30
queue length
0.30
1.23
.tontrol Delay (s eh)
& 1
18.
LOS
A
kpproac,h Delay ( veh)
--
__
18.
7pppDrozach LOS'
C
0Pyrnght 0 2007 U n 1 ver s1ty of FIar[0a, All RMghts Resenrea
H *Tm erslur :5.3 Venerated: V26QCI D W50 AM
file: X:o nt and .ire \Bob b fin\Focal Settings\Temp\u214 .tm 1/ / 1
Two -Way Stop Control
Page 1 of 1
n ralInformation
TWO-WAY STOP CONTROL SUMMARY
:iter I nEo ffnatio n
na1 st irIt c�:tiarl
n f o. sin u am efvi rk i i ti an
Date Performed r/212
nal is Time Period Pak Ho r�
Lake d� & Second Ent
(Analysis Year I�0rt3 Wltfr Wlflow Crook PH
I
r 'ect Description 14ubert Tug&r TI
EasMe t Street: Es:Lake Road=ftudy
orthl outh , #reel: Southeast
Int r ian r e to#gi n: Period .
_hir�l&- Vnilieman anti Arfluntrriants
ajar Street
Eastbound
Westbound
ogre ent
2
3
4
5
L
T
R
L
T R
plume vet
48
137 23
eak-Hour Factor, PHF
0.76
0.7
0_ 1
0. 0_8
ourly Flow Rate, HFR
e h1h
8
0
0
1
Percent Heavy Vehicles
0
_-
—
0
Median Type
Undivided
FAT Channelized
0
Lanes
0
0
0
1
0
onf oration
LT
T
ps ream Sigqpl..
0
tr�or Street
Northb and
Southbound
f o ernent
8 9
10
11
1
L T R
L
T
R
Blum h
70
6
Peak -Heuer l=a tor, PHF
0.78 0.78 0, 7i9
0.77
0.76
0.77
Hourly Flow Rate, HFR
h/h
0 0
0
0
10
ernt Heavy Vehicles
0 0 0
0
0
Percent Grade (
0
Flared Approach
/V
toran
0
0
FAT Channelized
0
0
Lanes
0
0
0
1
0
1
onfi uretion
L
uOia , t4ueue Lengm, ana
LeVOL nr berVIC0
Approach
Eastbound
Wpgtbound
r odhbound
F
Southbound
Movement
1
4
a
9
10
11 1
Lame Configuration
LT
L
V (Veh1h)
3
00
10
(m) (veh)
1328
31
1
V/G
0,00
25
0.01
75-=1kUqtuuue length
0.01
1,1
0.04
Control Delay (s}veh)
7.7
20.5
9.5
L
Approach [delay ( veh)
19.
Copyright 007 Universi r of F[or ida, All Rights Reserved
HCSJM ei-*Io 1 5,3 Generated: V26=10 9:51 AM
file: // -ADocuments and Setting s\Bob Abelinocal tti_n\T m&2 k 15 1. tmp 1/26/2010
Two -Way Stop Control
Page 1 of 1
nral Information
nalyst
ens l c.
ffi�
iin T r a i�:��
ate Performed
r1/124007
real is Time Period
Peek Hour
TWO-WAY STOP CONTROL SUMMARY
Site In
Intersection
urisdicticn
ovs Cage Rd. & Second Ent
Analysis Year F 013 With Willow Greek PIY
roject Description Hubert 7u er TI
Ea sMe t Street: Foys Lake Road North/South Street: Southeast Entrance
Intersection Orientation: ,fast -West stud PerlDd hrs : 0.25
chicle Volumea and Adiushnants
!r*e
`or tt
Eastbound
Westbound
L
T
R
L
T R
slum eh1h
98 80
Peak -Hour Factor, PHF
0,92
0.92
0.92
0.86
0.66 0.8
Hourly Flow Fite, HFR
e h
0
0
462 9
erce nt Heavy Vehicles
0
_ —
ed ian Type
Undivided
ITT Ch nnelized
0
Lanes
0
1
0
0
0
onf uration
LT
T
tr am Signal
0
in r Street
Northbound
Southbound
h ovam a nt
7 8 9
10
11
1
L T P
L
T
F
of u m e ve h/h
4
Peak -Hour Factor, PHF
0. 0.77 0.7
0.7
0.7
.
Hourly Flow Rate, HFFJ
h/h
0 0 0
58
0
ernt Heavy Vehicle
0 0 0
0
0
0
rcent Grade (%)
0
0
Flared Approach
N
to rag e
0
0
ITTChan-ncli ed
0
0
LJeia tAueus LenLrl anU
LOV6I oT *81rVJC8
%pproach
Eastbound
Westbound
Northbound
Southbound
Movement
1
4
7
8
9
10
11 1
Lane Configuration
LT
L
(vch)
9
56
(m) (veh/h)
1026
370
569
CIA queue length
0.03
0.55
0.03
ontrol Delay ( veh)
8.5
16.5
11,E
L
pproach Delay (/ ah)
--
--
Mu
p roach LOS
C"fig ht 007 UniNa rS kty of Florida, Al Rights Reservad
H+TM VerS1011 6_3 Generated_ 112EJ2010 9:51 #M
file: I/ :\Documents and S etting\Bob AbelinTocal S etting s\Temp\u2k 15 5.trnp 1/ . / 1
Two -Way Stop Control
Page 1 of I
I TWO-WAY STOP CONTROL SUMMARY
enerai i nt r ati n
nal st
LA
en ICo.
beJin Traffic Services
Date Performed
12412007
Analysis Time Period
M Peak Nour
ate information
nter ection
luridiction
Lake Rd_ & S W Ent
�nalysisYear 1-1 D 13 With Willow Cfre k PY I I
Pro'ect Ge ri Finn Hu Tumor TI
Etat Street: F Lake Rand North/South Street; Southwest Entrance
Intersection Orientation: East-WeIStudyPeriod hr .
P-hir`Ia Vnl"may. anel Ar1i"%tmnnt!r.
' or Stmet
Eastbound
Wealbound
f overnent
1
2 3
4
5
6
L
T
L
T
R
of u ran yeh
3
4
126
is
eak-Hour Factor, PHF
0.77
0_ 77 0_ 76
. 1
0.67
0.67
Hourly Flow Fate, HIFIR
(yehAh)
588 0
0
1
Percent Heavy Vehicles
0
0
—
--
+ledian Type
Undivided
ITT Channelized
0
0
Lanes
0
1
0
0
1
0
onfi uiration
LT
T
Ug.s.t.ream Signal
inor Street
Northbound
Southbound
%riove m e rat
7
8
9
10 11
1
L
T
R
L T
F
Blum yah/h
9
Peak -Hour Factor, EHF
0.78
0.78
0.78
0.78 0.78
0.78
Hourly Flow Rate, HFR
eh
0
0
0
4 0
11
Percent Heavy Vehicles
0
0
0
0 0
0
Percent Grade
0
Flared Approach
Storage
0
0
FAT Channelized
0
0
Lanes
0
0
0
0
0
0
onfi ura#ion
L
May uueue Len gin ana
Leyei cr berMe
Approach
Easthnund
Wesibnund
Northbound
Southbound
Movement
1
4
7
a
9
10 11
1
Lane Configuration
LT
LR
veh1h)
3
5
(m) (veh}h)
1300
40
Vic
0-00
0.14
c4ueue length
0.01
0.50
7on7rol Delay (lveh)
7.6
15.5
L
Approach Gala (siveh)
--
--
.
p r oa ch LOS
Cop y6ght 0 2007 University cf Florida, All Rights Reserved
HC +Tm Version 5.3 Orlftated: V2612DID 9:51 Am
file:// : Tocuments and Settings\Bole AbetinTocal Setfing:s\Temp\u2k159.tmp 1 / / 1
Two -Way Stop Control
Page I of 1
l TWO-WAY STOP CONTROL SUMMARY
en ralInformation
nallyst
LA
gQneylCo.
.befin Traffic e k
#e Perfvrrr�ed
1/24007
�
n ail I i Ti rare Period
Peek Hour
Site Information
FdnteZrsection v Cage d. Ent
ition
Analysis Year 2013 With Willow Creek PH
3
Project De "i tion "caber# Tumor Ti
EastlWest Street: F Lake Road Itudy
orth[South Street; outhwe t Entranintersection rientation: a #-West Per'ad (hr ): 0.25
[Vehicle Volumes and Adjustments I
'or Stmet
Eastbound
Westbound
cvement
1
2
3
4
L
T
R
L
T R
lume veh/
10
2fO
358 44
Peak -Hour Factor, PHF
0.92
0.92
0.92
0.86
0.86 0,66
Hourlyiourly Flog Rate, H FR
�� huh
10
228
0
0
416 51
Percent Hem Vehicles
0
__
0
edian Type
Undivided
FZT Channelizad
0
0
Lanes
0
0
0
0
nfi oration
LT
T
5pstreW Signal,
0
0
Enor Stmet
Northbound
Southbound
Movement
7 8 9
10
11
1
L T R
L
T
R
Volume veh1h
Pe2k-# cur FOItor, PHF
0.77 0.77 0.77
0.77
O. 77
0.77
Hourly Flow Rate, HFR
Orel III I
0
7
0
7
Percent Hem Vehicles
0 0 0
0
0
Fercent Grade (
0
0
Flared Approach
N
Storage
0
0
RT hannclizod
0
0
Lanes
0
0
0
0
0
0
Eonfiguraton
L
Ueoe UUeUe Len g in, ane
LeVOI oT ZOMCe
pproach
Eastbound
Weetbound
I
Northbound
Southbound
i svemarat
1
4
7
9
10
11
12
one Configuration
i
LT
LP
(ye h1h )
10
44
(m) (veh}h)
11
433
Fie
0.01
5
0.10
" queue length =MR0-0
0.
. .
ntr`oi Delay (s eh)
8.3
NNINMENOMMMM"
14.
LOS
A
B
Proacn Uelay ( Oren)
--
—
14.
pros h LOS
B
Copyright 0 2007 University of Florida, All Rights Reserved
H #'" Version 5.3 Generated- V2612DIO 9.51 Am
file://C:\Documents and tfin �B b AbelinTocal Setfings\Temp\u2k 1 5D.trnp 11 / 1
Two -Way Stop Control
Page l of 1
TWO-WAY STOP CONTROL SUMMARY
[General information ISite Information I
nalt
l o.
P
blin Trafic erri aPerformed
112512007
14nalysisTime Per*od
1AM Peak four
Interaction
Ent
iuri�diGtion
Eihway
nalysis Year
01 i(h Vfifafuw Creak PH
3
r 'ect Description Hubert Turnar TI
a tMe t Street; U.S. t hway 2 Northi oath Street: Northwest Entrance
Intersection d ntation: East-West tu dy Period hrs: _ 25
chicle Volumes and dju nte;
a*or Street
Eastbound Westbound
dove a nt
2 3 4
5
L T R L
T
plum veh1h
771 6 15
310
Peak -Hour Factor, PHF
0. 0.90
0.90
0.90
Hourly Floes Date, HFR
reh/h
__-0.92
16
344
0
Percent Heavy Vehicles0
0
—
--
edian ly pe
Undivided
P hanneIized
0
Lanes
0
t
0
f
1
0
onfi uration
TR
L
T
Cream Signal
0
0
it or Street
Nodhbound
Southbound
oveerit
7
8
10
1
1
L
T
R
L
T
I
olurn veh1h
12
4
Peals -Hour Factor, PHF
0.80
0.90
0.90
0.90
0.90
0.87
Hourly Flog Rate, HFR
eh
14
0
51
0
0
0
Percent Hea ehiules
0
0
19
0
0
0
Percent Grade (%)
Flared Approach
Storage
0
ITT Channelized
0
0
L as
0
0
0
D 0
figuration
I L
we la , ;4ueUO Leff U1* ana
Le eI Oi erVICe
Approach
Easthound
Wostbound
Northbound
Sovihbound
Movement
1
4
7
8
9
10
11
1
Lane Configuration
L
L
veh/h)
16
65
F(f'm)) ((veh)
801
311
O. 02
0.21
9:5*/o queue length
0.00
0.77
Control Delay ( reh)
9-6
19.6
LOS
A
Approach Delay} (slveh)
opyright 0 2007 uni vers4 of FIo6da, All Rights Reser +ed
H +T'O ersior 5.3 enerat&d: V2W010 9:50 AM
file:fl :\Documents and Bungs\Bob Abel *I Settings\Temp\u214 9.tam 1/2W. 1
Two -Way Stop Control
Page I of I
I TKO -WAY STOP CONTROL SUMMARY I
enerl Information
nal st
RL4
enc lCo.
6elrn Traffic Services
Date Performed
1I2 a120Q7
na! sis Time Period
IPM Peak Hoer
t
n form ati o n
ntin #tion
Analysis Year 2013 Willi Wdluw Creek apt,
Pr `eot Descniption Hubert Tumor TJ
east)We t Street U.S. Highway o r#ti/ o u th Street'. Northwest Entry n e
Intersection Orientation, East-West Ntudy Pedod (r ): 0,25
(Vehicle Volumes and Adjustments I
Iar Street
Eastbound Westbound
h cement
1 4
6
L T R L
T
R
plum veh1F
39 16 53
TOR
Pock -Hour Factor, PHF
0.90 0.90 0.90 0.90
0.90
0,90
curly Flow Rate, HFf
ve h/h
0 35 17 5
8
0
Percent Hey Vehicles
0 --
�.
.�
Median 7ype
Undivided
ITT hanneli ed
0
0
La r
0
1
0
1
f 0
nfi uratien
TR
L
T
stream Signal
0
0
inor Street
Northbound
Southbound
Movement
7
a
9
10
11
1
L
T
F
L
T
R
lum yeh
0
Peek -Hour Factor, PHF
0.90
0.90
0.90
0.90
.8
u u rl Flow Rate, , H F R
ehih
11
3
0
0
0
Percent Hem ehicle
0
0
0
0
I
Pernt Grade
0
Flared Approach
N
f
Storage
0
0
anneliz d
0
0
K,ne
ration
L
I. l$ ueue Langm,, anO
Levee OT IBI"�ICe
proa b
Eastbound
Wastbound
Northbound
Southbound
Movement
1
4
7
a
9
10 11
1
.ane Configuration
L
L
(veh)
58
4
(m) (ve h1h)
1119
359
0.
. 1
% queue length
O.f6
0.41
ntrol Delay ( veb)
8.4
16.4
ckpproach Delay (slveh)
--
--
10.4
Copyright C 2 007 Univa rs ity of Florida, III Rignta Reservact
H +Tm Version 5.3 Generated: V251 010 a'50 A
file:8CADocumenis and Settings\Bob AbelinTocal Settings\Temp\u 1 14D.t p 1 / . / 1
Two -Way Stop Control
Page 1 of I
I TWO-WAY STOP CONTROL SUMMARY
General Information [Site Information
nalyst
RLA
gencylGo.
besrn I r a 'ar ks
I'M
Date Performed
4/27
nal i Tire PeriodPeak
Hour
Intersection
oys Lake Fed. & Valley View
Junscliction
Analysis Year
014 With Wiflow CmekPH
4
ra'e t Description Hubert Tamer TI
Eat est Street: LoLs Lake Road North/South Street: Valley View Road
Intersection Orientation: East-West study Period (hr), 0.25
ahi le Volum'es and Adiu tment
a`or Street
Eastbound
Westbound
I overnent
1
2
3
4
L
T
R
L
T
R
olum yehJh
549
42
60
138
Peak Hour ■ a tor, PHF
0.76
0.79
O. 79
0,65
0. 65
0,61
f lourly f low fate, HFR
Leh
�
�
53
92
�
�
Percent Hey Vehicles
_-
0
dian Type
Undivided
ITT Channelized
0
0
anes
0
1
0
0
1
0
anfi uration
TR
4-T
iJpstream Signal
0
0
nor Street
Northbound
Southbound
eve m e rat
7
8 9
10
11
1
L
T R
L
T
F
�ol ume Lveh1h)
32
107
Peak -Hour Factor, PHF
0-79
0.7,90.79
0.78
0-78
D. 78
Hourly Flow Rate, HFR
eh
40
0 135
0
0
0
Percent Heavy Vehicles
0
0 0
0
0
0
rnent Grade (%)
0
0
tared Approach
Storage
0
FAT h2nnelized
0
0
Lanes
0
0
0
0
0 0
lConfiguration
I
LR
T_
6I2w_ fluoua Length_ and Legal of Sarviep
Approach
Eastbound
Westbound
[northbound
Southbound
Movement
1
4
7
a 9
10
11 1
Lane Configuration
LT
LR
veh/h)
92
17
7((�M)) ((ve blh �
670
34 d
C
0.11
0.51
% queue length
0.35
Control Delay ( h)
9.6
6
P2�
L
A
Approach Delay (v$h)
__
-_25.6
proah Los
__
__
D
Copyright 40 2007' University of Florida, #ail Rights Reserved
FC + "' erSINI 5.3 Generated-. 1 i 6Q010 10:14 AM
file: // ;\Documents and Settings\Bob AbelinTo cal S etting s\Temp\u2k 162 1 tMP 1/26/2010
Two -Way Stop Control
Page I of 1
eneral Information
ISIte information
TWO-WAY STOP CONTROL SUMMARY
nalxst
Rbolin
r-
nz D.
Traffic Sorvicos
Date Performed
112412007
Analysis Time Period
IPM Peak Hour
*r 'ect Desaiton Hubert Turner TI
E a toast Street: Fo Lake— Road
Intersection Orientation:
East -feat
chicle Volumes -and Adjustments
a -or Stet
Eastbound
f1ovement
L
T
slur' a vehlh
4
Peak -Hoar Factor, PHF
0.92
0, 92
Hourly Flow rule. HFR
0
76
ve hj+h
Peron# Heavy Vehicles
0
--
Median Type
FAT Channelized
Lanes
0
1
onfi gyration
stria -am 519nal
0
r�or Stmet
Northbound
overn en t
7
8
L
T
clume vehlh
Peak -Hour Factor, PHF
0.77
0.
Hourly Flow Fla#e. HFIR
54
0
ve h/h
Percent Heavy Vehicles
0
Percent Grade (%)
0
Flared Approach
Storage
0
T hanneliz d
Lanes
0
o nfi u rati are
L
lay,Queue Length, and Level of Service
Rprcach
Eastbound
Westbound
Lane Configuration
LT
/C
0.09
5 � queue length
0� 1
ontrcl Delay ( veh)
.
LOS
A
proa h Delay ( veh)
--
--
pproch LOS--
--
Copyright 0 2007 U n i versity of FIorida, AN Rlghta Rceidey 1
Intersection
bys Lake fed. & Valle} View
Rd
Jurh3diction
Analysis Year
014 With Willow Creek PH
4
rth/South Street: Valley View oac(
idy Period Mrs): 0.25
Westbound
Undivided
■rSouthbound
Noahbound
7
L
11
353
0-33
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0. o
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Page 1 of 1
TWO-WAY STOP CONTROL SUMMARY
n ray I Information
Information
ction
0 La Rif. Second Ent
r<� t�..
Jurisdiction
rii
ens / o. beli � T e ice
atPerformed
f �
Year
01 f if�
f
real i Time Period
Peak Hour
Prp
jq�t D-opeription Hubert Turnar TI
E Mest Street: Foys Lake Road
;orthiSouth Street: Southeast Entrance
Int r eticn Onentetion:
East-West
tud Period hr~ 0.
hicle. Volumes and
A 'ustrrrer~t
`or Street
Eastbound
Westbound
overn a nt
1
2
3
4
L
T
R
L
T
R
plum vehlh
503.
142
28
Peak -dour Factor, PHF
0.76
0-76
0,76
0.61
O{ 64
0.64
Hourly Flow Rate, HFF
vah
61
0
0
221
43
Percent Heavy Vehicles
0
—
--
0
Median Type
Undivided
ITT Channelized
0
0
Lanes
onfl2uration
0
LT
1
0
0
0
T
stream Signal
0
0
inor Stet
Nofthhound
Southbound
Movement
7
8
9
10
11
1
L
T
R
L
T
R
Turn y h
cak-Hour Factor, PHF
curler Flow Fate, HFF
ire h/h
0.78
0
0_ 7
0
O� 78
0
0r
�� �
0. 8
0
0.,77
1
Pernt Heavy Vehicles
0
0
0
0
Peroent Grade (%)
1712red Approach
0
N
0
to rag e
0
0
T Channelized
0
0
Configuration
L
Delay, Queue Length, and
Approach
Level of Service
Eastbound Weetbound
Nolhbound
Southbound
Movement
1
4
7
a
t o 11
1
Lane Configuration
LT
L
f
(m) (veh/h)
1312
0
80
VA queue length
0.01
1- 00
0.0
ontrol Delay (s eh)
7.8
23.2
9.6
L
pp ro a ch Delay ( very)
21.9
Copyngbt 0 2007 University of FMerida, All Rights Reserved
H +T" Version 5_5 ernerated: VW2010 10:15 AM
f le:// : \Documents and Settings\Bob AbelinTocad Settings4emp\u2kI7 .t p 1/ / 1
Two -Way Stop Control
Page 1 of 1
neral Information
Eency
l o_
hn TrafficServices
Date Pe rfo rm ed
EV24/2007
nal i Time Period
Peak Hour
TWO -'SAY STOP CONTROL SUMMARY
Site Information
Intersection
Jurisdiction
ov Lake Rd. & Second Ent
Analysis Year 12014?With Willow Creek PH
Pr"'motcri tinbrx#VS
-
EaIst#et Street: Fo Lake Road orthiouth Street: Southeast Entrance
Intersection ri nt tion. East -Wet tub Perim hr 0.25
hiccla Volluman and Aditi tment
a'or Street
Eastbound
Westbound
Movement
1
4
L
T
R
L
T
R
plume y h
11
414
98
Peals -Hour Factor, PHF
0.9
0.
0.
.8
0.8
0.86
ourly Flow Fate, HFR
ehih
11
252
0
0
461
11
Perce Heavy Vehicles--
--
7edian Type
Undivided
RT Channalized
1
Lanes
0
1 0
0
t
cnf uration
LT
Upstream Signal
0
0
Ifliner Stmet
Wo7th bound
Southbound
Iouemen#
7
8
10
11
1
L
T F
L
T
R
I urn y h
calk -Hoar Factor, PHF
0.77
0. 7 0. 77
, 77
0.77
0.77
Hourly Flow Pate, HFR
,vch1h)
Percent Heavy Vehicles
'
0 0
0
0
0
Percent Grade
0
Flared Approach
A!
IV
Storage
0
FAT Channelized
0
0
9
anes
0
0
I
1
0 1
onfi vatioo
L
I R4
alay. Ounce Lonath. and Level of Service
pproaoh
Eastbound
Westbound
Nomhbound
Southbound
eve m e rat
1
4
7 8 9
10
11 1
Lana Configuratlofi
LT
L
veh1h)
if
71
7
(m) (vehih)
992
347
547
0.01
0.20
0.01
9a queue length
0.03
Td
0.04
cntrcl Delay ( v h)
8.7
1&
11.7
LOS
A
ppproaach Delay ( v h)
--
--
17.
pproah LOS
Copyright 0n7 University of Florida, Al Rfights RegerviLld
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Two -Way Stop Control
Page I of 1
lGeneral Information
TWO-WAY STOP CONTROLSUMMARY
it Informiation
I
tersection
� Traffic �r�r`�� Jurisdiction
nalysis Year
na I st
L
n 1r.0
Iae
Dale Pa rform d
112412007
nal i Time Period
Peak Hour
o s Lake Rd. 8 SWEnt
014 With INl1low Creek PH
�D' 0« Description Hubert Tumor TI
Ea t�ast Street: F Lake Road
forth/South Street: cuth e � Enron e
Intersection Orientation: a is a
Stud Period firs : 0.25
Thiele Volumes and �I'� �Monte
or Stet
Eastbound
Westbound
Move rn ent
4
L
T
R
L
T
R
olume �reh/h
4
4
130
f
Peak -Hour Factor, PHF
0.
.7
0.7
0.81
0.67
0.67
Hourly Flow Fate, HFI
hfh
801
0
1
1
Percent HVehicles
Median Type
0
Undivided
RT hanneliz d
0
0
Lanes
0
0
'#
onfi union
reamSignal
LT
TR
outhbound
10 11 1
L T R
i of Street
Movement
Northbound
7 9
L T R
of u m y h/h
oak -Hour Factor. PHF
o u rl Flow Rate, H F F
vh)h
0
0.
_78
,78
8 0
11
.7
14
arnt HeavyVehicles
er nt Grade ( )
0 0 0
0
0 0
0
Flared Approach
Storage
0
ITT hannelized
Lan
figuration
0
0
L a
0
F7 ,
Della , Queue Length,. and
Level of Service
pproach
Movemeof
LanConfiguration
eastbound
1
LT
Westbound
4
Northbound
7
outhbou nd
10 11 1
L
(m) (vain )
1356391
#
0.00
0-118
1 queue length
0.01
045
cntrcl Belay (atveh)
T
16.2
L0
pprvacn [gala (a{van)
-�
--
16.E
pprccb L
--
--
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Two -Way Stop Control Page 1 of 1
TWO-WAY STOP CONTROL SUMMARY
Feneirall Information its Information
®r. - - ----
reel t
L
intersection
Lake Rd, Ent
en / o-
Ibefin Tragic eMce
Jurisdiction
# Perfrrr�d��
1
Analysis Year
2014 WCreek PH
#fx Willowrtia
4
l i Tire Period
Poak Hoerr
ro'ect Description Hubert Turner TI
tMe t Street: Fays Lako Road
South Street: Southwest Entrance
EStudy
I me r eet i c n dents do n : East-West
Pe reed h r
0. 25
chicle Volumesand Adjustments
g jo r Street EastboundWestbound
o ment 1
4
L
T
R
L
T
R
olume
ak-Hour Factor, PHF 0.
.
0.
0.86
815
Hourly Flew Fate, HFH
v hth 13
234
0
0
426
81
Percent Heavy Vehicles 0
-.
0
r
edian TjPe
1rdivided
T hanneli ed
0
0
apes
0
1
0
0
0
onf ureticn
LT
T
stream i nal
0
0
inar Street
Northbound
Southbound
1 1ovement
7
8
10
t 1
1
L
T
R
L
T
R
clume veh1h
7
Peak -Hour Factor, PHF
Dd 77
0.77
0.77
0.77
O. 77
0.77
Hourly Flow fate, HFR
0
ve h/h
0
0
44
0
Percent Hean Vehicles0
0
0
0
0
0
Percent Grade (%)
0
Flared pproach
Storage
0
FAT hennelized
0
ones
0
I
0
0
0
0
nfioration
L
LR
D lay, Queue L=ngth, and
Mel of Service
pproach
Eastbound
Westbound
Northbound
Southbound
Movement
1
4
7 8
9
10
t
1
Lane Configuration
LT
LR
(e h/h)
f3
5
(m) veh)
1006
420
/C
0.01
0.13
574 queue length
0,04
0.43
ontrel Delay ( reh)
8.4
14.8
LOS
A
19
pproaCh Delay (sNeh)
--
--
- .
ppreech LOS--
--
Copy Hght 0 2007 Un1yers4 of Florida, AI Rights Reserved
HC +TM Version 5.3
Generated: 112EV2010 10'.15 A
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Two -Way Stop Control
Page 1 of I
eneral Information
TWO -,WAY STOP CONTROL SUMMARY
'r§i to Information
nl t
4
Intersection
r hwa Ent
n l n.
Nheiin Traffic SeMoes
ri l ti r�
Date Performed
V25200
Analysis Year
14 With Willow Creek P
real si Tire 'rind
Peak Hoerr71.
Pro'e t Description Hubert Tumor TI
East(West Street* U.S. qi]ghway 2
Northf oath Street: Northwest Entrance
I me r o t i o Orientation : East-West
Stu dy Period h r :
0. 25
icle olumo andAdjustments
Phove
Nor Street
Ea stbou n dWestbound
:::F
I
L
Tj
F
L
T
R
clume
eak-Hour Factor. PHF 0.90
0.
0_
0.90
0.90
_ 0
Hourly Flow Rate, HFI
ve h/h 0
8
1
5
err�t Heavy Vehicles
�-
--
dian Tjpe
ndividod
T hanneliz d
0
o
n 0
1
1
nAuratioR
stream i nai
1
0
Noftbound
0
inar Street
rath Grand
Movement
10
11
1
L
T
R
L
T
F
slum h/h
1
Peak -Hour Factor, FHF
0.80
0.90
0.90
0.90
0. go
0.8
Hourly Ffow Date, HFR
e h/h
16
0
63
0
0
0
Percent±!2ayy Vehicles
0
0
0
0
0
0
Percent Grade (%)
0
0
Flared Approach
IV
N
Storage
EEE0
0
FAT Channelized
0
L nee
0
0
0
0
0
0
onfi uration
L
I Queue Lei th, and
Level of Service
Approach
Ea tbound
-9stbound
Northbound
Southbound
Movement
1
4
7
10
11 1
Lane Configuration
L
LR
(m) (veb)
77
302
is
0.03
0.26
% queue length
0. 08
1.0
cntroi Delay (eh)
9-7
21.1
LO
pproach Delay ( v b)
Z1.1
Rproar.h LOS
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H -t-rm Version 5.3
Generated: V6l 010 10:15 AM
: 1 *J/ : Mocuments and Settings\Bola lin\Local Settings\Temp\u 1 1 .# p 1/ / 1
Two -Way Stop Control
Page 1 of I
lGeneral Information
TWO-WAY STOP NT L UMMASite Infrrnatln
I rater !on
Traffic e�c�s Jurisdiction--
jAnalysis Year
nallyst
RLA
n f 0.
Performed
rbeiinDate
malli Time Pen'od
Peak four
f1 h a Ent
f4 th f uw �vek PH
roect De cri ion Hubert Turnar TIt
Wet Street, . -, H hwa
North/South Street; North e t Entrancentersection
dent�ation:
EatWest
tud Period Or
0.25hide
Volumes and
djust enor
Suet
F-astboun�d
a tbound
lovernant
�1
4L
T
R
L
T
R
oIlime Leh/h
01
1-eek-Flour
Factor, PHI`
0. 0
0_ 0
0, 0
0.9
.90
0. 0
Hourly Flo Rate, HFR
YohPercent
04418
70
0
Heavy Vehicles
0
—
0Median
T e
f ndiv1ded
ITT hannelized
0
Lanes
0
1
1
0
onfi uration
T
L
stream N nal
0
0
inor �t
NDrthhoun
outhbound
oerner�t
7
8
10
1�1
�1L
plume Yen
eak-Hoar Factor, PHF
urly Flow Rate, HFR
p.h/hPercent
10
.80
T
0. 0
R
7
0_
L
0r 0
T
. 0
R
0. 7
Hea Vehicles
0
0
0
0
Percent Grade %
0Flared
ApproachStorage
0
RT hanneli ed
0
0
I Queue Len th and
Level of Service
Fppir<>a h
Eastbound
a tbound
odhbound
outhbound
Movement
1
4
7
8
9
10
11 1Lane
Configuration
L
LR
vch1h)
72(m)
(veh/h)
1109
35.3
c
_0
0_1qut
je I�n9th
0_ 1
0,5antral
D 1ay (sloeh)
t �0
LOS
A
C
r
rc & L
_-
-_
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H #Tm Ver.5ion 5.3
Generated: 1 16#Q 1 0 1 0-1 5 AM
file: //C ADocuments and tin \Bob b lin\Focal Settings\T rnp\u 1 E.t p 1/ - / 1
Tiro -Way Stop Control
Page 1 of 1
eneral Information
[Site Information
TWO-WAY STOP CONTROL SUMMARY
Een
RLA
Nbefin
I C o.
Tru c Services
Date Performed
112412007
�knalysls Time Period
Peak Hour
Intersection
Fogs Lake Rd. & Valley View
Fed
Analysis Year
2015 With Willow Creek PH
15
Pr 'e t Description Hubert T-rarer TI
Ea East/West treat: Fo Lake Road r�iorth/South Street: C9116View Road
�rw"
r e tion Orientation: East-West tub Period hr . 0.25
h� l Volumesand Adjustments
a -or Street Eastbound e#b e u n d
Movement 1 2 3 4 5 6
L T R L T
plume veh 4 1 149
Peak -Heuer Factor, PHF 0.76 0.79 0,79 .5 0.65 0.61
M- OUrly Flory Rate HFR 739 54 93 229 0
ve hlh
er ent Heavy Vehicles0 -- -- 0 — --
ed ian Type Undivided
T hannelized
nee
nfi uration
0
0
0
TR
0
LT
0
trsam Signal
or Stmet
11 overn en t
7
Narthbound
8
9
Southbound
1 0 11 12
L
Tr
F
L
T
R
olume yeh/h�
110
Peak -Hour Factor, PH F
0.79
.78
0.79
O. 78
0_ 78
0.78
Hourly Flow Rato, HFR
eh/h
0
1
0
0
0
Percent Heavy ehiele
0
0
0
0
0,
0
percent Grade (%)
0
lared Approach
Storage
0
0
ITT h�nr�ele�
0
Lanes
0
0
0
0
0 0
onfi uration
L
Delay, Queue Length, and
Level of Service
pproach
Eastbound
Westbound
Northbound
, cuthbound
Movement
4
7
8 9
10
11 1
Lane Configuration
LT
LR
(eh)
93
179
_
c
0_ 11_
5 quake length
0.37
3.19
patrol Delay (h)
9,8
29.3
LS
A
Pprcarh Delay (heh)
29.
pproach LOS
D
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f11 :// :�Do u nt and Settings\ ob befin\Local Settings\Temp\u kB .tMp 11/18/2009
Tiro -Way Stop Control
Page 1 of 1
TWO-WAY STOP CONTROL SUMMARY I
General Information _ Site Information I
h
F
Aco. rrn rramc services
rfiormed 4P2007
Time Period Peak Hour
Project Description Hubert Turner T1S
Intersection
Fogs Lake Rd. & Valle} View
I Rd
LJrlclic[1on
Analysis Year
�015 With Willow Crook PH
EasMe t Street: LoLs Lake Road
orth/South Street: Valli Vier Road
Ptudy
Intersection Orientation: East-West Period hr 0.25
Vehicle ilumes and A0justments
a' o r Street
Ea stbou n d
Westbound
Movement
1
2
3
4
L
T
R
L
T
R
Blume veh/h
273
41
105
505
Peals -Hour Factor, PH1=
0.92
0.92
0.92
0.86
0.86
0.86
Hourly Flog Date, HFR
h
0
296
4
1
Percent Heavy Vehicles
0
0
rT
Median Type
Undivided
i T Channelized
0
0
Lanes
0
1
0
0
1
0
onfi uration
LT
strearn Signal
0
61 inor Stet
Northbound
Southbound
veme nt
7 8 9
10
11
1
L T R
L
T
F
plume veh/h
48
�0.
Peak -Hour Fat:) r, PHF1
�77E
7 77
0,77
.
Hourly Flow Fate, HFR
ye h1h
5 0
0
0
0
rcent Hem Vehicles
0 0 0
0
0
0
rnt Grade°}
=MR
0
0
tared Approach
N
N
to rag e
0
0
FAT h;gnnP.[i7P.f1
f)
E
...
0
Lama
0
0
0
I
0
E
0
0
Configuration
L
u 11M, u U4?UO Longun, arts
LOV01 Or ftOrVICO
proach
Eastbound
Westbound
Northbound
Southbound
Zovement
1
4
7
8 9
10
11 1
-ne CnnflgUration
IT
I P
vela/h)
122
117
(m) (vehih)
1230
324
% queue length
_
1-60
Delay (siveh)
8.2
22.3
L
Tpoprwach Delay (sfveh)
22.3
ppreach LOS
opyNght C 2007 University of Florida, All Rights Reserved
H +TrO Version 5.3 u enera�ea: 1 i l7 z4u8 i u:3z Am
fil :HC:\Documents and ttings\Bob AbefinLocalSettings\Temp\u BF.tm 11/1 / 00
Two -Way Stop Control Page I of 1
TWO-WAY STOP CONTROL SUMMARY
n ral Information __rSite Information
nalyst
RLA
Inl r ection
0 Lake Rd. & Second Ent
eno 0.
Nbeffn Traffic; Services e
Jurisdiction
Date Performed
1/20
Analysis Year
2015 With Willow Gr iqk PH
[Analysis Time Period
M Peak Hour
P ro j e of Description Hubert Tumor TI
a Me t Street: E2Ls Lake Road
North/South Street-, SouthEntrance
Intersection Orientation: East-West
-]Study Period hr : 0,25
chicle Volume5 and Adiustments
'or Street Eastbound
WesFbound
L
T
R
L
T
Peak -Hour Factor, PHF O. 76
0.76
0.76
0.51
0.
0_ 4
Hourly Flow Rate, HFR
vehf h 5
86
0
0
229
53
Percent Hem Vehicles 0
0
—
Median Type
Undividecf
ITT Channellized
0
Lanes 0f
0
0f
onfi uration LT
T
stream Signal
0
0
inor Street Northbound
Southbound
Movem n# 7
8
9
10
1
f
L
T
R
L
T
R
olum Veh1h
ID
Peak -Hour Factor PHF
0-78
0. 78
0.78
0.77
OL7$
0.77
Hourl Flow' Fete, HFR
eh
0
0
0
1
Percent Heavy Vehicles
0
0
0
0
Percent Grade (96)
0
0
Fared Approach
Storage
0
FAT Channelized
0
0
Lanes
0
0
0
f
n
Fo nfi (gluration
L
L
R
May, queue Length, and
Level of Service
mroach
Eastbound
Westbound
Northbound
Southhound
Movement
1
4
7
8
9
'I � 11
12
Lane Configuration
LT
L
v (via h1h)
S
132
14
(ni) (veh )
1 9
9
788
VIC
0.00
0.46
0.02
% queue length
0.01
0.05
ontrol Delay (s/veh)
74
.
LOS
A
D
Rroa h Delay ( eh)
25.49
pproaoh LOS
D
opyright 0 2007 U niversity of Florida, All Rights Res er ed
H +TM Version 5.3
Generated. 11MV2UG9 10: 3 AM
file://C:\Documents and etfin \Bob Abelin\Local Settings\Temp\u k4 .tmp 11/1 / 0
Two -Way Stop Control Page 1 of 1
TWO-WAY STOP CONTROL SUMMARY
neral Information lite Information
®r.
nal st
�ersec�ion
o s take Rd. � 5ecand Ent
enc o•
1COate
1
lirr Tragic 5ervrees
J urisdiction
ARLAIntersection
PJerformed
4/2QOT
r�alysis Year
1��� �►th INirlow Greek PH
05
nal sis Time Reriod
Peak Hour
P rn' ant D e cri tion Hubert Tumor TI
aatfe t treel: Foys Lake Road
North/South Street: Southeast Entrance
Intersection Odent2tieri: East -Nest
Study Period hr : 0.255
;7elhide Volumes and Adjustments
'or Street
Eastbound
Westbound
Movement 1
2
3
4
5
L
T
R
L
T
Blume % hlh 13
242431
117
Peals -Hour Factor, PHF
0.192
0.86
0.86
0,86
Pcurly Flow Rate, HFIR
rah/h 14
263
0
0
event Heavy Vehicles 0--
--
0
—
--
d ian Type
Undivided
T hannolized
0
0
Lanes 0
0
0
0
onfi uration LT
T
stream Signal
0
!nor Sit
Northbound
Southbound
cve7
10
11
1
IL
T
R
L
T
ea u m Verb
7
eak-Hoar Factor, PHF
0.77
0,77
0.77
0.77
0.77
O, 77
curly Flow Date, HFIR
vp-h /h
0
0
0
85
0
eroefit Heavy Vehicles
0
0
0
0
0
0
Percent Grade (0)
0
0
Flared Approach!
to rag e
0
FAT Channelized
Lr�
0
rti uration
L
R
Della , Queue Length, and
Level of Service
Pproa
E29%0und
Westbound
Nolhbound
Southbound
Movement
1
4
7
8
9
10 11
1
ane nfiguration
LT
L
(veh)
14
8
1e
0.01
0,26
0.02
"A queue length
0.04
1-0.3
0.0
Control Delay (/vch)
8.8
20.0
12.0
LOS
A
C
S
ppiroach Delay (doh)
--
--
19.2
pproach LOS
Copyright 0 2D07 University of Flo dda, Ail R1ght-s R ew rved
H #TM er3l<)p e,3
Generated, `1 I�IV2009 10:34 AFC
file :// : o uments and #tire \Bob ti \Local Setting s\Temp\u D0.tmp 11/18/2009
Two -Way Stop Control Flage l of I
TWO-WAY STOP CONTROL SUMMARY
General Information
ite Information
nalyst
Intersection
oys Lake Rd_ Et
ggencylCo,
Traf is e i
urisdin
ctic
Date Performed
Vb9fin
127
Analysis Year
7I X�� 1�1��rf�� Crook PH
Analysis Time Period
Peak Hour
Project Descriotion Hubert Tumar T#
Eest)We t Street: Foys Lake Road
orth/South street: out#� e t Entrance
Ptudy
Intersection Orientation'.
East -Weak
Period Lhrs)-. 0725
Vehicle Volumes and Adjustments
Fwaj or Street
Eastbound
Westbound
Movement
1
2
3
4
L
T
F
L
T
R
plum vhih
4
475
15
24
-Hour Factor, PHF
0.77
0.77
0.76
0_ 1
0.67
0.6
Flow fate, HFI
rvehlPeak
h
5
1
0
t Heavy Vehicles
0
--
y.
0
_
Median Type
Undivided
! T hannelized
0
La ns
-
0
0
onfi urotior.
LT
TR
Stream Signal
0
00
in Sit
Northbound
outh�hound
Move
7
a
110
11
1
L
T
R
L
T
I
olume�vehih)4
1
Peak -Hour Factor, PHF
0.76
0.7
0.
0.7
0.76
0.78
Hourly Flow Fate, HFR
ve h1h
9
Percent Heavy Vehicles
0
Percent Grade
0
0
Flared Approach
N
IV
Storage
0
0
T Channelized
0
0
n e
0
1
0
0
n
0
0
Configuration
0
L
Nisy, Queue Length, and
Level of Service
Approach
Eastbound
7estbound
Northbound
Southbound
Movement
1
4
7
a
10
11
1
Lane Configuration
LT
L
vehfh)
3
Io
0.00
0.23
queue length
0.01
0.435
o ntro I Delay ( veh)
7.7
17-3
L
PP roach Delay ( ve h)
--
--
7 7_ 3
pp ro a & LOS
opyright 2007 University of Florida, All Rights Reserved
H +TM Version 5_3
Generated; 11OW2009 10.34 AM
fit :H : ocumenls and Settings\ ob b tin\Lro ail Settings\Temp\u24D4.tmp 11/1 / 0o
Two -Way Stop Control Page I of 1
TWOMAY STOP CONTROL SUMMARY
n ra l Information
Ite I n form ati o n
n l t5
Intersection
Lake d- Ent
e f o.
belie Traffic Services
Jurisdiction
D ate P e r1orm d
112412Analysis
Year
01 With Willow Crook PH
real i Time Period
Peak Hour
Projad Description Htibort 7urnerr TI
Faust Street: Foys Lake Road
orth/ ou#h Street: Southwest Entrance
Itudy
Intersection Orientation-,
East-West
Period (Firs)-- 0,25
ehicle Volumes 2ndl Agiustmenbs
a or Street
Eastbound
Westbound
movement
4
L
T
R
L
T
olum eh1
14
223
376
Peak -Dour Factor, PHF
0,92
Or92
0.
0-66
0.86
0. 66
Hourly Flow Rate, HFF
e h/
1
4
�
�
7
eroent Heavy Vehicles
0
ed in Type
Undivided
T hannelid
es
0
0
0
1
0
nfi u arati c n
L T
TR
�traa m Signal
0
0
it r Stmet
Northbound
Southbound
overnent
7
8
9
10
11
1
plume h
eak-Hour Factor, PHF
0.77
0. 77
0.77
0.77
0.77
0.77
Hourly Flow mate, HFR
ve h 1h
0
0
50
0
1
event Heavy Vehicles
0
0
0
0
0
0
eraent Grade ( )
0
0
Flared Approach
to rag e
0
ITT Channelized
La rye &
0
0
0
0
0
0
onfi uration
LR
Dellay, Queue Len th, and Level of Service
proath
Eastbound
Westbound
Nodhbound
Southbound
ovement
1
4
7
8
9
10
11
1
Lane Configuration
LT
L
(vahlh)
is
60
( ) (veh1h)
1065
403
5 queue length
0.04
0.152
o ntrc I Delay ( ve h)
B-4
15.5
L
Pero.ach Delay veh)
pproa& LOS
Copy -right 2007 University of Florida, All Fights Reserved
HC +Thy eFSlan 5.3
Generated, 1111S#2009 10-34 Abel
fil :XMoc xr ant and Settings\l ob Abelin\Local Settings\Temp\u l D .tmp 11/18/2009
Two -Way Stop Control Page 1 of 1
TWO-WAY STOP CONTROL SUMMARY
FG=eneiralll Information ite Fnformagon-
t
IntersecilDnnai
aweNW n
en I e,
1in Tragic ervices
ii tiers
ate Irtcrred��
rli Year
Mflow Crook PH
Ii Time Period
Peak Hour
05
Prc`ect Description Hubert Tamer Tf
EastMest Street: _ S. L Zhway 2
North/South Street: Noithwest Entrance
Intersection Orientation: East-West
#uderid hrs):
0.25
Vehicle Volumes and Adjustments
Ytajor Street
Eastbound
Westboijnd
overnant 'I2
3
4
L
T
R
L
T
I
Volume yelp
1
Peak -Hour Factor, PHF 0.90
0.92
0.92
0.90
0.90
0.90
iourly Flow It, HFR
��_h 0
���
1
0
Fierce nt H eavy Veh i cl es 0
--
--
--
Median Type
Undivided
FAT Channelized
0
0
FonfiLanes 0
1
0
0
uration
T}
L
T
!Lstream am i nal
0
0
Minor Street
Northbound
you#hhccnd
Movement 7
9
1
11
t
L
T
R
L
T
R
Peak -Hour Factor, PHF 0_ 0
0.90
0.90
0.90
0.90
.8
Hourly Flow Rate, HFR 1
0
7
�
�
0
eh
Percent Heav
y Vehicles0
0
0
0
0
0
Percent Grade (%)
0
Flared Approach
N
IV
Storage
0
0
FT�Channellzed
0
0
Lanes
0
0
0
0
cnfi uration
LR
Way, Queue Length, and Level of Service
prod h
Eastbound
Westbound
Northhnund
Southbound
Movement
1
4
7
5
9
10 11 1
Lana Configuration
L
LF
(veh1h)
25
193
(m) (vh1h)
77
c
0.03
0.32
queue length
0. to
1.33
Control Dula (voh)
9.6
23.0
pprcach Delay (lvehT
TopDroaach LOS
Copyrright 0 2007 Universityr of Florida, All Rights Reserved
H}Tm Version 5.3
Generated 1 V18Q009 10:33 AM
file:HCADocuments and Settings\l ob Abefin\Local ttin Uemp� u k.tmp 1111 / 0
Two -Way Stop Control Page 1 of 1
TWO-WAY T P CONTROL SUMMARY
enerall Information
ite l f rm tl n
nalyst
R
Inter ecl i on
1 h wa Ent
n /o.
bfin TC arvir:pCz
urrii:tir
Date Performed
1/2M007
AnalysisYear
2015 With Willow Crook PH
nail is Time Period
Peak Hour
rn'ect Dori tion Hubert Tumor TI
tl e t street: U.S. Highway
North/South Street: Northwest rat-arxce
Jnt rse ticnOrientation:
East-West
ludy Period hr :
0.jig
Vehicle Volume's and Adjustments
major Street
Eastbound
'westbound
movement
L
T
R
L
T
R
Peak -Hour Factor, FHF
10.90
0.90
0.90
0.90
0.90
0.90
Hourly Flog Fete, HFR
ave h I h
�
�
�
8
Percent Heavy hides
0
--
--
--
_
Median Tyrpe
Undivided
ITT Channelized
0
Lades
0
1
01
I
0
onfi uration
L
T
U trearn SignalMMP,
mm�T
0I
'rnGr Smoot
Northbound
Southbound
Movement
7
10
11
1
L
T
F
L
T
F
cicrno yeh/h
11
44
Peak -Hour Factor, PHF
0.80
0.90
0.90
0.90
0.90
0.87
Hourly Flog Fete, HFR
ve Wh
13
0
48
0
0
Percent HeavyehMcl
0
0
0
Percent Grade °
0
0
Flared Approach
i V
IV
Storage
0
RT ha nnaiized
0
0
Lane
0
0
0
0
0
onfi oration
LR.
Delay, Queue Length, and
Level of ergi
e
ppronch
F4 tbound
Westbound
North�our~�
F7—
outhbound
Movement
1
4
7
10
11 12
LaneConfiguration
L
LR
voh)
61
(m) (veh )
10
40
V/C
0.08
0.18
% queue lenSth
0.20
0.64
Control Delay (siveh)
.6
17.9
L
Approach Dula (slued)
--
--
17.9
�pproach LOS
opyrigllt 0 207 univerNty of Floida, All nights reserved
H *fim ersFor 5_3
Generated, 11110120C9 10,3 AM
fii :J/C ADocuments and Settings\Bob fin\Focal Settings\Temp\u k7.trnp 1 t/I8/2009