APPENDIX A
LANE COUNTY TRAFAC IMPACT
ANALYSIS SCOPING AND ODOT REVIEW
LEIIER
MEMORANDUM DATE: June 6, 2008
TO: Darnien Gilbert, PE, Branch Engineering
FROM: Shashi Bajracharya, Lane County, Transportation Planning
SUBJECT: Scope ofTIA for addressing Goal 12 and TPR for the Blue River Dr
properties zone change proposal
Further to our discussions on the Traffic Impact Analysis (TIA) requirement for the
proposed Plan and Zone Change proposal on Blue River Dr property, I am providing a
written scope for the analysis. Transportation Planning agrees to require a minimal traffic
analysis to address Goal 12 and the state required OAR 6660-012-0060 Transportation
Planning Rule (TPR) test at this time. This scope is prepared with an understanding that
the applicant will be required to apply for a Site Review ifthe proposal is approved, and a
detailed traffic impact study will be provided during !be Site Review stage.
The subject property, identified on Map # 16-45-28-20 and 16-45-28-29 abuts Blue River
Dr. and River Street. Blue River Dr. is a County Facility, functionally classified as a
Rural Minor Collector Road. The property is also accessed from McKenzie Hwy through
River Street. McKenzie Hwy is a State facility and River St is a Local Access Road. The
12.33 acre property is proposed for RRlC, RR21C to RC/C zoning designation. The
rezoning would allow the property owners to conduct business operations, including
cabin and RV park operations.
Pursuant to LC 15.697 (I ) (c), a TIA is required as part of a complete land use
application when any plan amendment to Lane County Rural Comprehensive Plan is
proposed. The following are the LC requirements:
Traffic Analysis Requirements
The TIA shall evaluate how the existing transportation facilities can provide safe,
convenient, and economical transportation to people, material and services responsive to
the proposed change. The TIA shall discuss how the future land uses will be consistent
with the existing infrastructure capacity, their conditions, their adopted performance
standards, and their functional class classification. The analysis shall document how the
proposal is consistent with Statewide Goal 12 in relation to Lane County Comprehensive
Plan Goal 12 and the related Lane County Transportation System Plan (TSP). Our
review ofthe TSP leads us to recommend TSP policy 3-b, 3-c, 3-f, 4-3, 4-c, 4-g, 6-d, 20­
c, 20-d and 22-a statements for findings.
The analysis shall determine, under OAR 660-012-0060 TPR, findings for a "significant
effect" for the proposal based on a capacity analysis of the following two intersections in
the vicinity.
(a) Blue River Road and River Street intersection
(b) River Street and McKenzie Hwy intersection
LC 15.696, table 4 provides the performance standard maximum volume to capacity ratio
(vic) for peak hour operating conditions on Lane County roads that are required to be
maintained. Per this table, the peak hour operating condition expressed in vic shall not
exceed 0.85. In addition to the vIc standards, the TIA shall predict a level of service
(LOS) of each intersection for a full build-out year and the build-out year plus twenty
year planning horizon. At the intersection of a County and a state highway, state highway
standards must be achieved or maintained for the state highway. If the cited perfonnance
standard cannot be achieved for the affected intersection I road, the analysis shall propose
mitigation measures or implementation demand management strategies or road
dedications and improvements for capacity increases, or combination ofthe above.
The analysis results shall be tabulated for the existing condition, existing zone worse
case scenario, no-change future worse-case scenario, and worse-case plan change
scenario.
Trip Generation estimate shall be based on HE, Trip Generation, 7th Edition for a worse
case allowed land use AM and PM peak hour scenario. For background traffic projection,
Lane Council of Government (LCOG) trip forecast data based on a Transportation model
may be used with applicable adjustments.
The Highway Capacity Manual 2000 shall be the guiding standard for completion of the
traffic impact analysis. The McTrans' HCS+ Software or other approved software
compatible to HeM 2000 may be used for the analysis. In the absence of a county
adopted standard for a particular design element, LM 15.450(2) specifies the LC
approved Engineering Guidelines, Road Design Standards, Software and References.
The TIA shall analyze existing traffic issues including crash data and recommend
improvements to rectifY the issues ifany.
Improvement and Dedication Recommendations
Blue River Dr is listed in the County TSP for Rural Modernization based upon technical
needs analysis. This improvement is reasonably unlikely to occur in the foreseeable
future. The analysis shall generally discuss improvement requirements for any
transportation impacts the proposal may have on the transportation system. Detailed
improvements shall be determined in a follow up TIA during Site Review stage.
The Lane County Traffic Impact Analysis Guidelines can be found on-line at
http://www.lanecounty.orglTransPlannin!!ldocumentsITIAScopingGuidelines.pdf. Please
feel free to contact me at 682-6932 should you have any questions regarding this scope.
-Oregon
Department of Transportation
Region 2 Tech Center
455 Airport Road SE Building A
Salem, Oregon 97301-5397
Telephone (503) 966-2990
Fax (503) 986-2639
Theodore R. Kulongoski, Govemor
DATE:
September 22, 2008
TO:
Savannah Crawford
Area 5 Senior Planner
644 A Street
Springfield, OR 97477-4609
(541) 747-1354
savannah.crawford@odot.state.or.us
FROM: Stephen B. Wilson, PE
Region 2 Senior Traffic AnalYrtI"V""
(503) 986-2857
File: T15-4
~~Mi&(J.tl;;;;:;_,
stephen.b.wilson@odot.state.or,us
SUBJECT: Blue River Development
Plan Amendment & Zone Change Analysis Review
Application #PA 07-6215
ODOT Region 2 - Area 5
McKenzie Highway - OR 126 (Highway #15)
Milepost 40.65
Blue River Unincorporated Community
Lane County
These are review comments for the Blue River Plan Amendment and Zone Change
Traffic Impact Analysis (TIA), prepared by Branch Engineering, Inc. The focus of this
review is the analysis methodologies and assumptions. The analysis contained in this
study does not appear to sufficiently address the requirements of the Transportation
Planning Rule. This study should be revised, taking into account the comments listed
below, and a complete revised traffic study will need to be resubmitted to Lane County
and ODOT, for an additional review.
Page
Paragraph
1
Description
Comment
The description of the 12.33 acre site must also include a
deSCription by Township, Range, Section and Tax Lot
numbers.
- I­
Page
1
1
2
4
4
4
5
5
I
5
Paragraph
Comment
The proposed development AM and PM peak trips cited in
Traffic
this paragraph, from Table 3, do not match the volumes
cited in the associated figures, or in the Synchro analysis.
This paragraph concludes the proposed development will
not cause a significant impact to the existing roadway
system. However, since the trip generation analysis did
Results
not assume the highest possible use allowed on the
existing land-use, this conclusion will most likely need to
be revised.
This traffic study only performed intersection sight
distance analysis for the Blue River Road approaches.
1
This traffic study should develop sight distance analyses
for all study-area intersections.
The McKenzie Highway (OR 126) is not classified as a
·principal arterial roadway", from OOOTs perspective.
Roadway
Instead, it is classified as a Statewide Highway; nonNetwork
Freight Route. The OHP Mobility Standard for this
segment of OR 126 is 0.75 VIC.
This section indicates there is a Ieft...rum lane at OR 126
Roadway
and River Street. A review of current video log images
Network
indicates this intersection does not have exclusive lett-tum
lanes.
Lane County's scoping requirements do not adequately
address potential traffic impacts to OOOT facilities. A
revised TPR study will need to include the following
Intersections intersections:
• McKenzie Highway @ Dexter Street (MP 40.84);
• McKenzie Highway@ Blue River Drive (MP 41.01) .
Intersection crash analysis cannot be compared against
Statewide Crash Rates. A segment crash analysis must I
Crash
also be developed, as well as a review of ODOT's SPIS '
Analysis
Tables to determine if this section of the McKenzie
Highway is in the Top 5% or Top 10%.
The AOT for the McKenzie Highway appears high. Data:
Existing
from OOOTs 2007 Transportation Volume Tab/e (TVT)
Traffic
indicates the ADT at MP 36.00 is 3,200 vpd, while the
Volumes
AOT at MP 45.38 is 2,900 vpd.
The manual counts were collected in June of 2008, and
Existing
were only for two hours in the moming and afternoon.
Traffic
Manual counts must be a minimum of three hours, during
Volumes
the AM and PM peak hours.
-2­
Page
Paragraph
5
Existing
Traffic
Volumes
6
Figure 2
7
Growth
9
Trip
Genemtion
11
Trip
Genemtion
20
!
Intersection
Sight
Distance
20
Table 6
21
TPR
Evaluation
!
Comment
The 30'n Highest Hour (30HV) traffic on the McKenzie
Highway occurs in August, which is approximately 20%
higher than June tmffic volumes. Therefore. the mw
count data must be seasonally adjusted, as per Chapter
4.4 ofthe APM.
The AM and PM peak hours should be cited on this
Figure.
A review of ODOT's 2026 Future Volume Tables indicates
a growth rate on the McKenzie Highway, in the vicinity of
Blue River is approximately 2.0%. The 1.0% growth mte
assumed in this study is too low.
From a conversation with lane County's Planning
Department; the land-uses assumed under the Existing
Zoning scenario is not considered as being the "highest
use". The Existing Zoning trip generation must be redone
to better represent "highest use". The consultant should
confirm their assumptions with lane County Planning.
The assumed land-use for the Proposed Zoning scenario
must also be fore the "highest use" allowed under the
proposed zoning. Developing trip genemtion volumes for
only what is planned to be developed does not satisfy the
requirements of the TPR. The Proposed Zoning trip
genemtion analysis must also be redone, and the
consultant should confirm their assumptions with lane
County Planning.
The intersection sight distance analysis did not include an
evaluation for the McKenzie Highway at River Street The·
revised study must include this intersection, plus the two
additional McKenzie Highway intersections, listed in
Comment #7.
The Recommended Distances listed in this table is for an
assumed Design Speed of 45 mph. The Posted Speed is
45 mph, but the Design Speed is not the same. Based on
ODOT standards; for a Posted Speed of 45 mph, the
Design Speed is 55 mph. For a Posted Speed of 55 mph,
the Design Speed is 70 mph.
The Significance Evaluation in this section will need to be
reassessed, based on revised Existing. Zoning and
Proposed Zoning trip generation numbers, as called for in
Comments #13 and #14.
!
Page
Paragraph
nla
Synchro
Analysis
nla
Synchro
Analysis
nla
Synchro
Analysis
Comment
The Synchro Analysis developed for this study assumed a
Peak Hour Factor (PHF) of 0.75. It is unclear what this
assumption is based upon. Also, for a/l Future Year
analysis scenarios, the recommended PHF's in Table
3.3.1 of the Development Review Guidelines (DRG) must
be used.
It is uncertain what Ideal Saturated Flow rate (vphpl) was
assumed for this analysis. If 1,900 vphpl was assumed,
this is incorrect and a rate of 1,800 vphpl must be used.
It is uncertain whether or not Heavy Vehicle percentages
were taken into account for this analysis. Heavy vehicles
must be factored in, when developing an unsignalized
intersection analysis.
.
If you have any questions regarding these comments, please contact Ann Batten at
(541) 757-4106, or bye-mail atann.m.batten@odot.state.or.us.
Cc: Damien Gilbert - Branch Engineering
Shashi Bajracharya - Lane County
David Warren
Dennis Santos
Jeffrey Lange
Ann Batten
Janet Lundeen
File
-4· Cindy
From:
Sent:
To:
Cc:
Subject:
WILSON Stephen B [Stephen.B.wILSON@odot.state.oLusj
Monday, October 06, 2008 9:03 AM
cindy@branchengineering.com
CRAWFORD Savannah; BATTEN Ann M
RE: Blue River development
Cindy... Since you've already determined the peak hours occur between 7-9 am and 5-6 pm, go ahead and use a 2-hour count for your expanded TIS. Stepften!1l. W;l.,oa, fie
Senior Transportation Analyst
ODOT - Region 2 Tech Center
455 Airport Road SE - Building' A'
Salem, OR 97301-5397
(503) 986-2857
From: CRAWFORD Savannah
Sent: Monday, October 06,
To: WlLSON Stephen B
2008 8:17 AM
Subject:: FW: Blue River development
I understand that Damien had some questions regarding ODOT Traffic comments for the Blue River Zone Change and
the analysis needed for a significance test Can you include the answer to the question below in your response to
Damien? Thanks.
Savannah Crawford I Area 5 Planner
OOOT Region 21644 "Aft Street I Springfield, OR 97477
l: 541.747.1354I,1t: 541.744.8088
0: Savannah.CrawfordAodot.state.or.us
From: Cndy [mailto:Cindy@branchengineering.com]
8:09 AM
Sent: Monday. October 06, 2008
To: CRAWFORD Savannah
SUbject:: Blue River development
Hello Savannah.
My name is Cndy and I am working with Damien Gilbert on the revised Blue River development and I see that one of
your comments says that we need a minimum of 3 hours count for all of the intersections.
1
We.ve done a two hour count for the TIS and we concluded that the peak hour occur between 7 to 9 am and between 5
to 6pm. According to the TPAU class, if the traffic counts were to be less than 16hour-count we are required to do a
count duration of 2-3 hours. In our new revised TIS, we need to include McKenzie Highway at Dexter Street, so would it
be ok if we do a 2 hour count only?
Thank you
Cindy Pulone
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
Phone: (541)746-0637
Fax: (541) 746-0389
cindv@branchengineering.com
2
2..1....,0
RE: PA 07·62151B1ue River plan/zone change
Page 1 of2
Jim Mann
From:
BAJRACHARYA Shashi [Shashi.BAJRACHARYA@co.lane.or.usl
Sent:
Friday, September 25,20098:45 AM
To:
Cc:
KENDALL Jerry
Jim Mann
SubJect: RE: PA 07-62151B1ue River plan/zone change
Jerry,
I received the letter. If I recall it correctly, we have decided in our last meeting (61512009)
that TP is fine with a site review requirement for developments other than an RV parle
There is no TP issue as such. From the County perspective, LC roadways performance
in the area is unlikely to be changed drastically with this zone change proposal, but
ODOT may not agree with TP regarding Hwy 126 impact My understanding was that
Branch Engineering was to supplement with a TPR study necessary to comply with
OAR660-12-0060. TP has no influence on ODOT requirements. If you feel we still need
to meet on this issue, I am available to discuss again. Thanks,
Shaslli kjr:acharya, P • .Ill.
Sr. Engllleering Associate
Transportation Planning Division
Lane County PVV[),
3040 N Delta Highway
Eugene, OR 97408
.(541l 61lNl932
9(541) 682·S554
From: KENDALL Jerry
Sent: Wednesday, September 23,2009 2:05 PM
To: BAJRACHARYA Shashi
Cc: Jim Mann
SUbject: PA 07-6215/Blue River plan/zone change
Shashi: Agent Jim Mann is requesting the 3 of us meet to discuss TP issues as described in a letter dated
9·22-09, copy of which I am sending you by courier.
Please give it a read, and if necessary, we can contact Jim for a meeting, perhaps late next week or the
week after.
Jerry Kendall/Associate Planner/Lane County Oregon
PSB/LMD
9/28/2009 Rb: PA 07-62 J5/Blue River plan/zone change
125 E. 8th Ave,
Eugene, Or, 97401
ph: 541-682-4057
FAJ<: 541-682-3947
Jerry,Kendail@coJane.or,us
912812009 Page2of2
P.O E (;x :: ! C81 Eugene. OrCQCE S;-,~4'J5<)902
Telephone: (541) 514-3051 tA~\: (541'; 4-84-2761 c-"_.,lTI<\l...
.... j. ..!j"""."1""'
,1j,.,.r;'"",....""''''''.::t
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f:: ,,, . . . l.u .... Q~~.}~.... ,...i'
c .. (,...
.... ,
September 22, 2009
Jerry Kendall, Associate Planner
Lane County Land Management Division
125 East Sth Avenne
Eugene, Oregon 97401
Subject: Traffic Impact Analysis Trip Generation for Highest Use
Concerning Plan Amendment-Zone Change Application PA 07·6215
Dear Jerry,
Branch Engineering performed a traffic impact analysis (rIA) fur this proposed plan
amendment and zone change application. Part ofthe TlA examined the impacts ofthe
trip generation based on the uses allowed in the Rural Commercial, RC zone. The TlA
used an RV park as the use in the RC zone on which to base the traffic generation. ODOT
reviewed the TlA and bas commented in writing to us that, "From a conversation with
Lane County's planning department, the land use assumed under the existing zoning
scenario is not considered as being th highest use. The existing zoning trip generation
must be redone to better represent highest use".
The issue concerning the "highest use" fur the traffic generation estimates in the TIA is
what I would like to discuss with you and Public Works Department transportation staff.
We chose to use an RV park as the highest use to estimate the traffic based on the rural
commercial use that is most likely to occur in this upper McKenzie River area. In the laat
ten years, new or expanded RV park developments have occurred in the Rainbow and
McKenzie Bridge areas. In contrast, there has been very 1ittle new commercial
development ofother types. In Blue River, there is unused or under utilized connnereial
zoned properties. This is due to a number of factors including the economy and the
community-wide sewerage systems.
I would like to know if you still believe that we should use a different commercial use in
the CR zone for the traffic estimates in the TIA or ifa site review, ISR suffix may he
placed on the commercial zoning to require a TIA to be done once a development
proposed is submitted fur a higher commercial use. lfwe can agree that an RV park can
be used fur estimating the traffic in the TIA, then we can proceed with the review ofour
TlA with ODOT. Ifthe ISR suffix can be used to require a TlA at the time of a
development proposal for a higher commercial use, then this may be a way to temporarily
resolve the trip generation issue for the TIA.
1
I look forward to discuss this with you and Public Works transportation planning staffto
if we can resolve this issue.
see
Sincerely,
James A. Mann LLC
Chris and Julie LaVoie
P.O. Box 242
Blue River, Oregon 97413
Cindy Pulone, Traffic Analyst
ClO Branch Engineering
310 Sill St.
Springfield, OR 97477
2
APPENDIX B
LANE TRANSIT DISTRICT
ROUTE SCHEDULES
91 McKenzie Bridge
IS) LTD Station
Estocion de LTD
II
LTD Park & Ride
idlJ
91 Limited Trips
Viajes Limitados
This map reflects routing between Eugene Station and Thurston Station at 6:14 a.m. (trip leaving McKenzie
Bridge) and 5:30 p.m. [trip leaving Eugene Station). On these trips the bus will serve only those timepoints
indicated on the timetable.
Este mapa muestro la rota entre 10 Terminal d Eugene y 10 Estacian de Thurstan a las 6:14 a.m. (saliendo de
McKenzie Bridge) y 5:30 p.m. (salienda de Eugene). Durante estos viojes. el autoMssala dora seN/cio a las
porodas indicodos en el hororio.
'"
This roote has snow routing. £! recorrldo de esta ruta puede camblaf a causa de fa njeve. From: Eugene Downtown
To:
Highway 126 to McKenzie River Ranger Station
Narne: 91 McKenzie Bridge
lEAVE
Franklin
Eugene
Station
Onyx
[!J
W
at
Thurston Hwy 126
Spfld Station
Walter-
at
Leaburg
Station Bay B Thurston ville
~
Finn
Rock
Blue
River
lZJ
L§J
1iJ
BQ)
[ill
5:34
9:10
5:38
9:14
5:43
9:20
5:54
9:33
6:00
9:39
3:10
6:32
3:14
6:36
3:20"
6:43"
3:35
6:58
3:41
7:04
~~
'3'
l:.!..:
@]
@
,6.
5:04
8:38
2:38
5:59
5:09
8:43
2:43
6:04
5:17
8:52
5:42+
5:00
8:34
2:34
5:55
5:25
9:01
3:01
6:22
PM 2:20
5:36+
Nimrod
I1J
8:Z0
5:30+
Vida
[Q]
AM 4:47
2:52
6:13
ARRIVE McK. River McKenzie Ranger Bridge Station --.
-'<'.
,,"
AM 8:30
PM 4:30
9:01
9:11
9:20
9:24
9:30
6:53
8:44
848
5:01
5:11
5:20
4:53
5:24
5:30"
4:44
4:48
• Serves McKenzie River Dnve between Blue River and McKenzie Sndge. See aHemate routing on map.
Da .ervicia McKenzie River Drive errt/e Blue River y McKenzie Bridge. Vea la ruta alremat/1ia en e/ mapa.
+ Limited stops between Eugene Station and Thurston Station. See limited-trips map.
Paradas limiladas entre la Terminal de Eugene y la Esl1lcilln de Thurston. Vea el mapa de viajes limilados.
9:42
9:48
5:45
5:53
.':'-.
"
'~J'
,;:-,.',;-~",
\\'::');­
From: McKenzie River Ranger Station via Highway 126
To:
Eugene Downtown
'i.~yi,c:aT­
:",J"C'
Name: 91 Eugene Station
LEAVE
McK. River
Ranger McKenzie
Station Bridge
Blue
River
finn
Rock
Nimrod
Vida
Leaburg
Wafier­
ville
r51
i4:
6:59
10:35
7:10
10:45
1m
!ill
rgl
'-'
~
AM
6:14
9:49
6:17"
9:52"
6:30
10:07
6:35
10:12
PM
4:00
7:16
4:03
7:19
4:14
7:30
4:18
7:34
4:23
7:39
4:31
7:47
4:39
7:55
4:47
8:04
9:59
10:02"
10:17
10:22
10:27
10:37
10:45
10:55
6:03
6:06
6:17
6:22
6:27
6:36
6:44
6:53
AM
PM
6:51
6:41
10:17 10:27
Hwy 126
at
Thurston
Main
at
58th
Spftd
Slation
r=;->
I11J
@]
l::'J
7;15# 7:20
10:50# 10:55
franklin ARRIVE
Eugene
at
Agate Station
7:33+ 7:39+
5:20
8:32
10:59# 11:04
11:25
6:57#
7:02
.
'lit .
7:49
11:17
4:57
8:14
4:52#
8:09#
• Serves McKenzie River Drive between Blue River and McKenzie Bridge. See alternate routing on map.
Da .erviciG a McKenzie River Drive enlm Blue Ri'lllr y McKenzie Blidge. Vea la lUIa allema/iva en el mapa
+ limited stops belween Eugene Station and Thurston Station. See limited-trips map.
Paradas limifadas entre /a Terminal de Eugene y fa ESlaci6n cle Jhurston.. Vea.' mapa de viaies IimJl1ldos.
" Bus operates in express service between 69th Street and 56th Street and only will drop off customern.
E:I autobus opera como sernelo expres entre Las Gailes 69 y la 58 y solo 1Jar;] paradas para bajar pasaieros.
This route has. snow routing. EI recorrtdo de esta ruta puede cambiar acausa de la nleve. [1]
'I
7:23
,~.gy,;. ..
:
,~;.'
;~~:,:~~~~~;\
"e;:I"'"
r"l¥
,
",::>~:
.~'
-: ,
'Q;:>
APPENDIX c
ODOT CRASH DATA CDS 150 0612412008
OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION
TRANSPORTATION DATA SECTION· CRASH ANALYSIS AND REPORTING UNIT
CRASH SUMMARIES BY YEAR BY COLLISION TYPE
PAGE: 1
Blue River DriVe 81 River S1reet In Lane County
1-1-20041hrough 12-31-2006
COLLISION TYPE
YEAR:
NON· PROPERTY
FATAL
DAMAGE
FATAL
ONLY
CRASHES CRASHES
TOTAL PEOPLE PEOPLE
CRASHES
KILLED INJURED
TRUCKS
DRY
SURF
'Iv1':T
SURF
DAY
DARK
INTER·
tNTER· SECTION OFF·
SECTION RELATED ROAD
TOTAL
FINAL TOTAL
Nol.: Legislailve change. 10 DMY's vehicle cr••h reporting "","Irements, effective 011U112004, may resuH In rewer property damage only crashes being eligible for inclusion in the
StateWide Crash Data Fi~,
t'-l
§
CDS150 0612412008
OREGON DEPARTMENT OF TRANSPORTATION· TRANSPORTATION DEVELOPMENT DIVISION
TRANSPORTATION DATA SECTION· CRASH ANALYSIS AND REPORTING UNIT
CRASH SUMMARIES BY YEAR BY COLLISION TYPE
PAGE: 1
McKenzie Hwy (Hwy 15, Roule 126) at Rive, Slreet in Lana County
1.1-2004Ih,ough 12-31-2006
COLLISION TYPE
YEAR:
NON­ PROPERTY
FATAL
DAMAGE
FATAL
ONLY
CRASHES CRASHES
TOTAL PEOPLE PEOPLE
CRASHES KILLED INJURED
TRUCKS
DRY
SURF
WET
SURF
DAY
DARK
INTER·
INTER· SECTION OFF­
SECTION RELATED ROAD
TOTAL
FINAL TOTAL
Nole: Legislative chang•• 10 DMV's vehicle crash reporting requiremenls, effeclive 0110112004, may resuilin fewer property damage only crashes being eligible fo, inclusion in lhe
Sialewide Crash Dala File,
~ o
Cindy
From: Sent: To: Cc: Subject: Attachments: RIFE Christina M [Christina.M,RIFE@odotstate,or.usj
Tuesday. June 24. 2008 1:02 PM
Cindy@branchengineering.com
RIFE Christina M
Crashes in/near Blue River: Blue River Dr at River St and McKenzie Hwy at River St
CRMcKenZieHwy@RvrSt(LaneCoLCDS150.pdf;
CR BlueRvrDr@RvrSt(LaneCoLCDS150,pdf
Cindy,
Attached are summary reports for each intersection above for 1-1-2004 through 12-31-2006, I only sent summary reports
because there were no crashes reported at either intersection,
«CR,McKenzieHwv@RvrSt(LaneCo) CDS150,pdf»
«CRBlueRvrDr@RvrStrLaneCo) CDS150,pdf»
Christina "Chris" Rife
Crash Data Technician
Crash Analysis and Reporting Unit
Transportation Data Section
555 13th Street NE, Suite 2
Salem. OR 97301-4178
503·986-4239
Fax:503-986-4249
mailto:[christina.m, rife@odotstate.oLus]
1
.;< 11
APPENDIX o
TRAmC COUNT SUMMARIES Branch Engineering, Inc.
310 5th street
Springfield, OR 97477
541-746-0637 File Name : Blue River Dr at River St (AM)Seasonal factor
Site Code : 00809801
Start Date : 6/24/2008
Page No : 1
•• _-
-
i:lroups pnnt."li: Vehicle· Heavy Vehicl~
1
Southbound
?tart
Wes1bound
Northbound J~ci! .~g5t1 ~~b!{~~H~f~I~~~·~~;gt;l~~in~T:p~fF~l'~I" ~l~fnhiji[~~~g~~f~~~: ~Ri~~Eh~E~nj~~j A...l'~; ..,,, T··I'oo, T'''I'·' ro,"'1
0
07:00 AM
07:15 AM
07:30 AM
07..45 AM I
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
o. 0
1
0
0
0
0
0
0
0
3
0
2
0
0
0
0
0
-o--T"
~"·tOl.iTT""o ---O-'O"--'~'1
08:00 AM
08.15 AM
08:30 AM
08:45AM
. rai.I
Grand Total
Apprch %
Total %
Vehide
% Vehicle
.
0
0
0
0
0
0
0
"0
~O
1
Heavy Vehicle
0
% H&e"'Y VehiCle
0
~
:3
3
75
10
0
0
0
0
0
3
~
0
13.3
2
o
66.7
i
o
33.3
6.7
:3
2
75
j
25
100 0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
1
0
0
0
1
0
0
1
1
0
0
1
0
0
0
0
0
0
0
1
2
0
4
1
·0····2
i
1
0
0
&.- .~~.-+.~}
o
41
2
•
222 44.4
0
0
0
25
3.3
1
100 o
o
0
0
1
"2 ... '"0'''
3
33.3
10
13.3
:i
3
75
1
25
100
0
0
0
0
0
0
0
0
9
0
0
0
0
0
0
0
'0
8e.9
j
0
()
0
()
11.1
0
0
30
a
0
j
I
-.l
(fo
0
0
0
o
H)LO!l. . ,tlOlL
3
:1
:3
2
jj
100
j5(f-:-:~50~
3
28.6
.250
42.9
28.6
0
.250
500 ."_ .Qo.ii
'i
0
0
0
0
0
0
d
1
100
3.3
1
100
0
0
0
1
0
2
0
0
0
1
0
2
2
2
1
0
0
0
0
2
0
2
3
2
3
6
7
1
7
6
7
1
7
3 '--o--'il
·i·· l'~ .~-i·--·l·"
, , ·~
-o-~o'-ToT
'7 '-'0" '0
0
0
0
0
0
0
0
0
0
0
0..0
0
Southbound
Westbound
"Ttiriil'" Leli I APO To,..
Righi rijiru I Len l Pedsl App tOI..R;ght
AM to 08:45 AM • Peak' ..
Intersection Bogin. at 08:00 AM
0
0
0
0
1
1
0
0
0
0
0
3
2
0
0
0
0
3
0
2
0
0
0
0
0
0
0
0
0
0
1
0
3
0
4
0
0
0
0
0
Ij..;
Eastbound
0
0
0
0
0
0
iJ
0
0
2
5
3.3
1
100
a
0
31.2
16.7
5
10
62.5
33.3
100
Ii
Northbound
I Ttl,. I Leli rPeds I AWT,,"'"
0
0
0
0
0
0
0
0
0
0
0
(j
0
5
0
0
.600 .. ,Qole .000
0
0
:000
5
0
2
0
0
0
1
.~
0
. 2"1
16
0
30
0
100
0
0
9
90
100
0
53.3
15
93.8
1"
0
0
0
1
0
6.2
-R;gh!fTtir~
'9"'9
11
0
0
0
0
I
0
0
1
6.2
3.3
1
10
0
1
.... 5
0
0
0
0
2'
:!r
30
27
90
3
10
0
0
Ea.tbound
IlefiT"Peds I App Tol.,1
In!
2
2
1
0
5
6
1
0
0
0
2
1
1
1
0
0
0
0
1
0
3
0
0
3
7
21
9.1
0
0
11
63.6
.000
.550
.750
0
0
0
:000
. -"'3"­
27.3
·::m.
-1
sa3
1
.250
1
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
File Name : Blue River Dr at River St (PM)Seasonal Factor .
541-746-0637
Site Code : 00809803
Start Date : 6/25/2008
Page No
_.. _ ___._-_
__S~~~b~U~d
___
~L_ ~_ -We~JPound ~~HP~~ri:t.d:~e~~~~::::::c~_
:1
-- ---
Ea~lbou~d
- --
.
_____
§t=rtlJ:f~l~llJ~jliL:;a!'l'~ l~: == i~~~n. Jh~~1_1L;n ~:~jI:-"~:omo ·~oTI~?b~Jlil~PiW±A~!2'" ~~;L~hJfL~~ b~~t~' Tm: --'.1I ·r~elu. .
£1I11III TII!I..'
04:00 PM
04:15 PM
04:30 PM
04:45 PM
"Totar
1
0
0
a
0
0
0
0
0
1
0
0
0
.0
1
1
----I----r----T---r-
05:00 PM
05:15 PM
05:30 PM
05:45 PM
0
0
1
0
1
0
1
0
0
0
0
1
a
2--0­
-tOi.r
:1
-0
Grand Total
3
42.9
27
100
Heavy Vahtcle
0
1
14.3
09
1
100
0
3
42.9
27
3
100
jj
% H$ilvy vehicle
0
0
0
Apprch %
Total %
Vehicie
% .v~~icJ!l
-3
0
0
0
1
0
1
1
-3
0
1
3
2
0
2
1
2
--4----7
0
0
0
0
0
0
0
0
0
0
1
5
2
3
"II
1
5
1
1
5
0
0
0
0
0
0
0
6
6
I)
71
100
6.2
'8
100
0
0
0
I~Peak'. Hour
~tart tliii~J,,:"[;ght
L T~~r~l;~hAEP.J.o!!il
Analysis From
PM to
PM· Peak
Peak
2
7
10
34
791
8 30.4
Ii - - 32
100 ~.1
2
0
5.9
0
\1~~~_J LLi j j
~
-J
~
tlO_ll._
43
0
0
0
0
0
0
0
0
0
0
0
0
0
RT9h:-Lftiru
05:45
1 of 1
Hour for Entire Intersection Begins at 05'.00 PM
05:00 PM
0
0
0
0I
1
500
12
5---32
0
04:00
i"I:iF
o
5" -"27----0
9
209
5
B
38.4
4f
95.3
2
4.7
0
0
1
0
1
0
1
0
3--0---
3
2
2
2
0
1
0
0
--9-- T
12
92.3
10.7
12
100
0
0
1
?:7
0.9
f
100
ij
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
3
0
0
0
0
0
3
2
5
3
13
1117
00
0
0
1
2
0
0
0
0
0
0
0
0
491
0
0
-b
0
13
0
11.6
13
100
0
0
d
O·
-0
o
41
83.7
36.6
0·'''0
0
Ii
0
97.6
1
2.4
o
1
f
a
0
0
8
0
0
16.3
7.1
100
0
0
0
0
0
0
0
0
0
71
~ii
0
0
0
o
3--0--16~---
1 ~ ----1 i- J-1-- ~-.
0
0
0
o
-3
2
6
5
8i
7·
43.8
48
98
1
2
-0
09
6
0
0
0
ToIliri
5
Inl.
Tot~ 'I
5
8
8
10
10
10
11
-33 -- --"34'
16
19
17
27
16
19
17
27
79
79
112
113
119 1
0
0
0
0
110
97.3
3
2.7
ie·C~~Utdp.dSl;";'PTQiOll- Right I thru:r~~l~!p~irAP~·To~LRI:ht -[ _Ihruf~{~"f~-P.dSI APPj...] -'nt. Total I
0
0
61;
0
0
0
L1___ tJ: LI-l
,5JlP ..__ -,500.. _:§2~67_5__.QQ.Q _Q9.Q ___
.6§J, _.T!!9.
~~!iQ_
jl
J- LJ J !
3
0
7
0
0
.OQQ_}!()O __ ~ __ ,!lQL_.:TI~-~:mOOO
16
19
17
27
33 '
f9
.f501
-_hI
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
541-746-0637 File Name
Site Code
Start Date
Page No
1-------·
....__ _
Southbound
Westbound
siarf :~~~-R~;W~h~TJ.ifS~E:~_:T:~-;i9o~H;J~IBffie~lJAi.~;o~
Grand Total
I"
APf;~~. ~._
Vehicle
%
. Vehicle
--­
Heavy Vehicle
% Heayy VehiCle
,-
I
3
75
1.9
:3
o
o
o
1
25
0.6
o
}" -.'
..
o
o
0
1
0
0
3
4
4
2.5
·-----4
'-0'--'
o 100
66
100
o
:1
______ ..__ Gro~psJ'rinted:"'~hi~I~~ea~-"'~~!£!~
..-- -..---­
08:00 AM
1
0
0
0
08:15 AM
0
0
0
0
08:30AM
0
0
0
0
08:45 AM
2
0
1
0
--total" ---3--0-----'---0--- --
: McKenzie Hwy at River St (AM)Seasonal Factor
: 00809802
: 6/25/2008
0
0
0
0
28
19
11
18
0
0
0
0
o
o
76
100
48.4
0
0
0
o
-0--lj5--'--5
o
100
o
o
0-'1
o 14.5
-..
-.
85.5
0
0
0
o
76
o
o 48.4 -. '0- --65
o
85.5
o
14.5 i5
.
n
_
Eastbound
-Ji~il~h~ItIbIl~~~_~fp T:~'- ~\I:I::I~J:lb~ I;:~}f A;;: T;;.;
0
28
0
0
0
0
0
0
19
0
0
0
0
0
0
11
0
0
0
0
0
0
. 18
0
0
O.
0 .
0
----0--76--·-·0-- -----0---76-0
--0
--0------0---0
o
ir
Northbound -------,--------- ... _ - - - ­
o
o
o
o
o
6
o
0
0
0
0
0
0
0--0
0
0
b
0
0
0
f' . -~~dU~~~~ f I"~;~: ~~~:l
0
0
14­
0
0
20
0
0
12
2
0 .. .
0---75" ---2
---0--- 31
0
0
0
0
14
20
12
29
n
o
0
0
75
2
o
o
0 97.4
2.6
o
o
0
0 47.8
1.3
o
5---0 -----0-65"--· '-T' -0-o
0
0 86.7
50
o
o -- i5
ij -10
1
o
o
0
0 13.3
50
o
't'-­
77
49
66'-'
85.7
11
14.3
o
o
o
o
in!. Tot_~1
43
39
23
52
43
39
23
52
157
157
I
-0 --15i'-157
o
o
100
jj
--0
o
o
o
135
86
o
14
o
o
2"2 ~.
Southbound
Westbound
Northbound
Eastbound
1_ _
L_T.hii!:r-Left ]].IiLTo'.'
[.fiT
__ iglif[ _.
"LeItT -Pads I ",p. To';' I infTotall
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 . -.
...
Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM
1
0
0
1
0
28
0
0
28
0
0
0
0
0
0
14
0
14
0
43
08:15 AM
0
0
0
0
0
19
0
0
19
0
0
0
0
0
0
20
0
0
20
39
08:30AM
0
0
0
0
0
11
0
0
11
0
0
0
12
0
0
0
0
0
12
23
08:45 AM
2
0
1
3
0
18
0
0
18
0
0
0
0
0
29
2
0
0
31
12
-0
-6
3
0
-'14
6
76- "0
0
7S- - -6 0
-2
Total VoTume .
750
0
5
7'7"
157
%._A~I'-.To~ . ._7~ _____ ..Q_~ ____.___
0___ 100_____....Q._____Q.___
0 ____0__
0
0
0
97.4
2.6
0
.000
,0.0.0
,250 ..... _}_=!.3 . ,Oo.Q_._._,§79_
.0.00 __ ..000 . __ Jl}~_.gO'O' __ ,,_,Q.,OQ__ ,Q.QQ___ .000 . _ .000
PHF
.375
§.4?_._. ,~50_~,0.!l0
~~i1
~7~:'-
_~~!~ct.!lm._~Iihl
<;L --l
U) ~BiglitT Thrul-TeffLp~aSl App.T~i;'- -~Rjg5tl'!hiuJu
PedsTAP~·Ii';;;
l3
Ttl_ruT
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
541-746-0637
File Name : McKenzie Hwy at River St (PM)Seasonal Factor
Site Code : 00809804
Start Date : 6/26/2008
Page No
:1
Qroups Prinl~d~.Vehlcle. H~a~ lJehi"I~.•...• _. ~. !lt~ri~~~ R~~::lJh~~ [;~l~:~l'''T=~ ~:j!;[ ihffi~~~" T'~ ·~go~ t~~ b~; I'" !--.~19;;
Soutl1bound
o
05:00 PM
05:15 PM
05:30 PM
05'45 PM
o
2
2
4'
total
0
0
0
0
0
0
0
1
0
0
0
0
'-0-·'-1--0
4
Apprch %
80
1.2
TOlal %
. veiiicle '-4
% Vehicle 100
Grand Total
Heavy Vtmicl;" ,.­
l·
0'''''
~
1
20
0,3
0
0
0
3
2
-5"
5
0
0
0
0
0
100
0
100
0
0
0
0
ii
0
Hu¥y Vehldo
'If,
Westbound
0
0
0
o
1
Ii
0
0
0
0
i:i
0
0
0
170
0
0
100
52,6
158
92.9
0
0
0
0
0
0
12
7,1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0-··· 0- · · . j j - - - ( f · - - s · ' ' ' . O · · - ' 1 4 5
0
0
170
0
0
0
0
0
52.6
0
0
0
0
0
0
0
0
0
0
0
0
0
b
'0-0
0
0
0
156
(j
0
92,9
12
71
0
0
r T~~~~~l::!~lRig~rThru.r!S~jhuf~f~~T
I
fof!;it~~~·!
%APP},o~}.2~L
~
39
33
~..---.!. --g -~1~
0
0
lLID!I~lF~~~: :~:''~I
0
0
0
0
0
0
0
0
li
Eastbound 0
33
0
50
0
48
0
1700'
·-0
o.
§t•. T!rri.al. Righi
Peak Hour Analysis From 05;00 PM to 05;45 PM • Peak 1 of 1
Peak Hour for Entire Intersection Begins al 05:00 PM
05:00 PM
0
0
0
0
0
05:15 PM
0
0
0
0
0
~
-..J
a'
39
33
50
48
170
Northbound
0
0
0
1)
0
o
0
1
2
1
1
0
0
0
0
42
36
28
42
0
0
0
0
148
·'81
69
81
69
92
92
0
323
323
0
100
0
"323 ., 323­
143
5
0
3.4
0
1,5
5
100
0
.'0
45,8
142
0
44.3
'137
95.8
0
0
305
0
0
Ii
0
0
94.4
0
42
0
95,9
0
4,1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
'6
RrititTT~ni[~~t~Jn~p~~J~_~.J__~~i1![·T:rU]~sl7fturE~~ lAW. -,
39 j
33 j
0
0
0
0
0
0
0
0
0
0
0
41
34
1
2
~ mp-i-n-'l~ ~,-·ii
,000
18
5,6
iiiUol~n
0
42
0
39
81
69
28
81
I'
.- ~ _._, ~ - g--J~ t g
.~-;8.~Q l-:OO~ .;~ '-:OOO'L·--:-oo~
.~-~t:::~:.:12{ -=~@&
0
81
96.6
0
App,
:~~:j
51
42
92
146
323
.6~I,.
:arlt
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
541-746-0637
File Name: McKenzie Hwy126 at Blue River Drive (AM)Seasonal Factor
Site Code : 00725401
Start Date: 2/7/2008
Page No : 1
Gro.uP.". Prtnte,d-_'{ehi"les c. He.vyl,l"hlcle•.
Southbound
Start Tlme_ R;Qhtl Thru!
Factor 1.461 1.46
---"07:01l"AM '--'-;1'--0­
07:15 AM
4
0
07:30 AM
07:45 AM
3
1
1
0
0
5
0
4
08:00 AM:
08:15AM
08:30AM
08:45 AM
10
n
n
1
1
Heavy Verncles
45
90
-S­
% H~.vy VtNcles
10
22
o
o
(j
o
30.6
3.5
o
4.5
Ii
g
13
2;
I
I
o
72[
49
1~
26
11.6
6.1
66
21
38
16.3
3S
33
23
131
195
83.7
31.5
160
°o 9~~r 10~9;~
95.5 1
31
Q
7
0
56
41
o
o
0
0
o.
0
0
0
3
o
~
~I
0
0
26
11
6
0
0
0
32
11
0
0
o
51
34
26
10
0
0
77
44
36
39
o
o
o
o
o
o
o
o
o
o
34
23
o
(5
o·
154
o
o
o
o
o
233
o
o
o·
o
37.6
6
218
93.6
15
6.4
o
o
o
o
o
o
o
o
o
o
o
o
o
0-
o
3"
o
o
3
100
o
o
o
il
6
o
°oo
0.5
3
100
o . b
o
o
o
3
o
o
o
o
o
o
--3 '
o
o
o
3
o
o
o
o
o
o
o
o
29
7
0
38
3
0
I
_~i~~~~ __ it
Peak Hour Analysis From 07:00 AM 10 OS:45 AM • Peak 1 of 1
Peak Hour for Entire Intersection Begins .1 07:45 AM
Total Volume
%Ap~.Tot",'
.. .
Q,
...j
....j
f>Hd
7
38
0
0
13
7
51 .
,0003S1 __
10
33
149
149
109
14
122
0
0
0
24 \
°
155 '
0
0
0
312
°o
620
620
:1
0210
82
100
91,7
96.S
8.3
1.2
0
66
o
o
o
o
o
63
o
o
o
o
'19
13.4
'1
o
o
Ii
o
50.3
292
o
o
o
o
93.S
'20
6.4
0 '
°
17
24
28
1.0
7
3
0
3
0
131 -67
100._. __0_... ~
_.. .!l...... sg_ 33.S
.. ___ 250.. ___.90.0.....
EI44_
QQ9_.§~l.ooo._ .000 _.~~__~.QOO
£lL_7S.7_.2____!l._ ..____ .__..Q.._..Jl._..
.00L__
0
77
66
f61
26.S
6
77
401
229
o
109
6
.
.J!.!,J~,~50~~~_
~!~_O. . .2!'i~ ___._.
-,-6n.
I
23
196
L_J
_____ II 1_jj ..1J_
° j! 1 L.-i-J---l.--l L. a
0
23
0--150 -46"--0
73.4
38.9
0.5
o
f~-' Si.if'n.~J:~i~hll·-·l~i~~~ftL~~J~ig~'JThru r~~~u,ndpe~sT~. TO,]. Righi IThru 1~1~~Ufg~~.l~~;r~~L~i9h'T ThrUlE.~·-~ffr~Peds·!
.07:45 AM
71
~~ --g-- g. ~g--H-- g ~~ ;;--&--1}l~-2U2!~
7
1El' ... ~ --4~-- 2~
o
8.1
0
3
0
50
69.4
Total %
1
0
0
Toi.f . -
Vehicles
%Vehlcl...
3
9
0
0
15
6
Eastbound
t.~~+ ~~~.~~~~~~~ }:~~_:~t~.~_ ~~;_:APP' T~t.! ~j~;: ~~11~:{1-p1~ l--~~~~i' ~:~~:~.l~~-;~J::!:.:T~tal_j
--0-11" "--:3"
7
0
0
0
18 ' 0 --6""--0--·
-'fotal
Grand Tolal
Apprch %
4
Northbound IUIIU
.:CeftTyeds]
:;;,;;-" ..;rRI9hl
1.~f 1.46
1.46
-'64~.
App.
100
°oo
°
579
93.4
41
6.6
rot.,flnt. Toial
.
41
72
0
0
0
7T
44
149
5
198
407
.643
ii8~
°
0
..i)oo
36
109
77
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
541-746-0637
File Name: McKenzie Hwy126 at Blue River Drive (PM)Seasonal Factor
Site Code : 00725402
Start Date : 2/6/2008
Page No : 1
, Groups Prin!e.s!- Ve~.ic.i•• -I-:Ieavy \I!_h~c.I.~_L. ___
Northbound
Southbound
sfari TimittRfgfiT Thru I
Left
PSdsTA';
--~4M~~r I~~___L~t14~!fC:::~;
o 1 0
10
04:15 PM
9
04:30 PM
o 8 0
12
6
4
04:45 PM
3
- - Tot.] 22 . -*---.. ;;...----;{.----- 33 r
05:00
PM
Tolal -
Grand Tota'
o
o
o
3
1
6
3
05:15 PM
05:30 PM
05:45PM
I
Vehi~s
Heavy VehIcles
__ %
.,. Heavy Vehloleoa
o
3
o
o
o
o
o
35
35
_.1 QQ_
o
100
0
o
0
0
-ij--5--
0
a
8
1
9
3
4
7
48
33
3
35
1
48
05:45 PM
T"i"IVolume
% APl<o Total
" - ' - .J:H~
c.L
...J
o<l
o
o
1
o
o
o
o
o
3
100
0
100
o
0
0
r left ]Pedsr APp.re",.Righil
Thru
0
5,9
10.2
0
4
41
1
7
8
3
I
3
3
0
0
3
1
33
35
48
~-'-j9
1'5
.542,ORL~~,~00 __ .528
8.3
-536
66~
31.6
'164
o
o
o
o
1
33.3
0,1
100
8
0
o
0
0
0
89.8
0
'13
1
0
2
66.7
03
94.1
3
68,4
o
0
0
1
100
0
0
0
1
0
o
o
o
o
o
1
52
o
o
40
39
o
49
180
..!L . 90J"
o
33
o
9.9
'-'-0 -' - ' - 3 2 0
Start Tim.e.
Righ! i f~ru
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM
05:15 PM
05:30 PM
0
0
1
0
17
3
0
20
0
57
57
0
0
0
1
0
0
0
0
0
29
39
35
6
1
7
0
0
0
35
40
42
0
0
0
81
113
75
81
113
0-- 326
326
o
o
o
o
123
123
79
79
o
98
110
410
98
110
410
o
736
736
o
o
--"6
--T-- 0----
r,~ghtJ t~~~tt~O-TI.~L'_i!eJo-''!i r.
I, .
1
o
o
6
o 19 15 164 1 O'
o 334
o 17
0
52
17 315
2
o 32.7
5.1 94.3
0,6
o
o0-'--17
2.3
7.1
2.3 42.8
0,3
o 45.4 . ---------s2-·16--- 283' '2 '-0---301
1'3
AP~~~~~ 6~:~
vehiCle~'
3
o
[
Eastbound ~~~t~l~M!L: p;fn~:-'~- _R~~4hi ~Jl~.ti~:F~!~:; -!;~~;~ f'''~T:':'1-ml T~':'l
T..., o
o
o
o
o
o
------0
1
o
I
Westbound
,
0
0
1
0
0
0
62
40
39
0
0
1
0
49
... r0
0
-Tf-'--O--
f
o
195
15
o
o
o
o
o
3
315
90.8
42.8
32
9.2
4.3
0
0
0
o
o
o
o
o
o
56
8
37
47
1
3
55
3
0.4
0
0
0
0
100
0
93,7
93.8
0
0
0
0
6,3
6.2
0
2' ··--0-----'1 - ---0--·----:\--0
o l f --'0-
120
0
0
0
295- ·:l0--0
0---0 --0--20-'2" -0'
-'137
64
38
50
58
210
347
47,'
~-325
..
-~
o
jj
o
93,7
. 22'
6,3
~ortt~ra~;dsTAP.!JR19htLthiu rE··L~ldped'l
0
0
0
0
0
0
o·
0
0
-0'­
0
180
0.6
100
0
0
0
:-8~......1.~~000 _.__ ~5_ ~~
.250 ~-'-~O..._ ,000
91.1
2
0
0
0
0
0"
0
.000
1
0
0
0
0
0
0
o
68
37
47
55
T -.- 0 '- 1950
.250_,---.000
8
1
3
3
1'S
0
0
0
0
~o
App
75
100
681
o 92.5
"0 -- -55
7.5
o
To'.,
I
1.01 Total
64
38
123
50
58
98
110
210
416
,820
I~ - ~B3:i
92.9 79
1
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
541-746-0637
File Name : McKenzie Hwy at Dexter St (AM) Seasonal Factor
Site Code : 08098100
Start Date: 10/7/2008
Page No : 1
h
'""~~r"m~;i8:;:J:'f,;-F"·' ~',;ll'~L~>ll';~1"';: ',',\'[~},;I,=-,,:, '.~ 1:"~E;'l[~;""~ ,;'·1 ";;;;I~;":
""'" ..,,""'" __ ,(3roUI'.~!jntad' Vahicles ' H!,~ Vehicle.
' ,
Southbound
07:00 AM
07:15AM
07:30 AM
07:45AM! Totai!
08:00AM
08:15 AM
08:30AM
08:45AM
0
0
0
1
1
0
0
0
0
0
3
0
1
0
0
0
0
0
'4"
'Toi.1
0
0
0
0
0
0
0
0
0
0
0
0
3
0
0
1
jj
6
41
0
1
0
0
0
5
0
0
0
5
100
1.1:1
S'
-0
'5'
~(" .Vehicl~6
100
Heavy Vetnelal$
Ii
0
0/0 HfI(l1IY Vqhlelq.
0
0
0
0
0
time
,!l, ..
0
0
0
0
0
0
"L",1
1
1
0
'0
l__ ~j!l-'t~'":Bl9.~jT
0
0
0
0
Grand Total
Apprch %
Total % l1ehlCi.s
Westbound
0
tJ
0
0
0,
1
Q.
0
23
32
27
23
0
0
0
0
0
0
0
0
49
3 154
1,9 98.1
0
0
0
0
100
0
48,'
:3 '{43
a
92,9
11
7,1
0
a
5
0
0
a
0'
0
0
0
10
11
11
,t!!!
501
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.9
Q
..Q
.. ..Q
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
23
33
0
0
0
"0
157
0
0
0
0
0
0
0
146
0
'-0
93
11
7
a
b
a
0
5
0
()
a
~
-P
0
0
0
0
0
0
0
"0
0
0
0
0
0
6
0
0
0
I)
jj
0
0
0
16
0
13
0
18
.. _Q18
0
65
0
0
0
0
0
1
1
91
0 156
0 98.7
0 48.8
"0 1sT'
0 ,96,8
0
5
0
3.2
_I'1>r!i::CL.<iKIAPP:'TOi..
Northbound,
o
o
o
o
o
o
o
0'
o
o
o
0
0
0
o
o
o
0
0
0
0
2
0
2
0
0
0
1.3
0,6
'{ ' " 15'
50
0
0'
T
50
0
'
LAePjOi;J
o
16'
13
18
18
0''' 0
27
6
0
0
0
o,g
25
20
19
0
0
0
0
I
Westbound
0''''
-.J
0
27
24
Hi]'
49,1
Eestbound
,'" 'J'"Rl9lifl~!fr~r}.~rpe<i"
"
l
',
,
:~f{rgiitr: Ih.riiL-,i;:~f!l~<i'T~· T~irr,:Jfigh~
Soulhbound
Peak Hour AnalysIS From 07:00 AM to 08:15 AM. Peak 1 of 1
Peak Hour lor Entire Intersection Begins at 07:30 AM
07:30 AM
0
0
0
0
07:45AM
1
0
0
1
08:00AM
3
0
0
3
I
E
0
0
0
Q."
0
0
100
0
0
0
0
0'
O,g
6'
10
11
11
'05
2
1.6
's
Northbound o
0
0
0
65
if
25!
0
0
26'
25
24
29
37
1fs
93
0
2'04
51
53
48
52
204
158
0
320
320
49.4
152
0
I)
'''0
96,2
303
'" ii
0
0
94.7
3,8
0
0
0
0
20'
20
28
0
0
51
53
48
52
24
29
37
116
100
1'7
5,3
I
rl~ftl .p~~Sl AppToial .Int.
LIh,,!
o
o
6"
18
18
25
Eastbound
o
o
o
18
18
25
20
·"61
total
I
29
37
51
113
·'170'
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
541-746-0637
File Name : McKenzie Hwy at Dexter St (PM)Seasonal Factor
Site Code : 08098200
Start Date : 10f712008
:1
Page No
_.- -_._...._-­ --­
~tart~~:
~
.. 04:00 PM
04:15 PM
04:30 PM
04:45 PM
Tota'il -
0
1
0
0
0
1
1
3
i
0
0
PM
PM
PM
PM
4
0
1
0
0
0
0
5
b
-5
Grand Total
Apprch %
Total %
7
36.9
1.3
0
0
0
11
61.1
2
%. Y'~h.j~le
100
05:00
05:15
05:30
05:45
T6tal
Vehicle
i
0
-~r
3
1
1
0
b
11
(ir(),!p~ Prin!e<!:y'~hick! :. Healljf Vehickl_~ __ ~ ~~
... _-"._.
1
0
0
--j
0
0
0
0
<5
7
1
2
0
--'1"0 .
16
0
6
100
'0
100....
Hea\IY Vehicle
--0
'" Huvy Vehicle
0
0
0
0
[_ __
-­
3.3
Hj
100
1
0
1
0
37
41
45
37
0
0
0
0
0
0
0
0
2
160
0
0
162
5
1.9
0.9
253
98.1
46.9
0
0
0
0
0
0
256
.5
100
250
b
d
98.8
0
0
0
0
:3
6
6
0
0
1.2
0
0
0
0
0
0
0
38
41
46
37
0
0
0
47.8
255
96.8
3
1.2
0
0
0
0
0
0
0
0
5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
d
0
0
0
0
0
0
0
0
(j
0
0
6
0
II
0
0
0
0
0
'2
6
167
10
3.8
1.9
10
100
0
0
0
264
48.9
o·
0
0
96.6
0
0
0
_UO!
o
0
01
0
3.5
Ii --9
b
i55
0
0
0
0
0
I
02
0
0
9
0
3.4
0
90
90
6e
86
68
86
75
339
75
339
540
541
99.8
0
0
529
97,9
0
f2
0
2,2
App
20
0
0
0
0
21
21
0
0
0
0
0
0
0
0
34
0
0
34
0
0
0
0
20
.j
0
17
1
0
o
0
27
1
0
o
0
29
3
0
~-- g1~-l-'~
17
0
0
38
0
0
0
0
3"
lf1 'O---o'~ -114- ... O·
O·.. ·-~"O ~- -0Toiliilioiume--!; - . -~r~~B~--l3'
2.6
97.4
0
0
0
0
0
0
% ~~~~I<>tal ._ 38.5... JL_J!L5_~_~~__
.....
EHf__ ~~1~ __ 9.Q'<L_ .~f?L__-,4§4. -:75..0 -'.,750 :::::-':!lQ\l::':=~00_O~::':?50-.~6Qit· - .9()0 __cqOQ="Q.QO - - .000
(J 45
46
38
36
§t~~ Iimal~~ht L:T~~~IL~~tl[i,pP~TOi"-IJ~T9iilT!~'!l~e~l~'tIT~F'e<f.JAP~~T~.,JllfgljITftiiur°rt~~Jn~~!I~~o~l]{~tl~Jh~f~~'ft"r f>edSl T~~
Peak Hour Analysis From 04:00 PM to 05:00 PM - Peak 1 of 1
Peak Hour for EnUre Intersection Begins at 04:15 PM
04:15PM
0
0
1
1
1
04:30 PM
1
0
1
2
1
04:45 PM
0
0
3
3
o
4
0
3
7
1
05:00PM
9.J 0
0
0
0
37
38
'165
0
oi
1
0
1
0
46
254
96.2
47
245
96.5
01
0
0
0
44
. Jl ____95.1~_ ._i~.
.000
.665
---------
.500
_ 0
.000
18
28
32
45
Ti3
Toial
40
51
69
80
-25('­
.694
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
541-746-0637 File Name : Blue River Dr at River St (AM)
Site Code : 00809801
Start Date : 6/24/2008
Page No
-. __ ,.._ ...... ''________..
~iii[ffifii~:I.
I
I
..._____~.
_9rC>l!"sJ"~Y~!>lcje,f:lea"Y.Y!!tt<cl'L_
:~e! I !",,-dj I~2' l~RiihUTh"!JLejjTPedsp;';-T~,fR)ihi:rTiiruJTej[[ped~ r~1i!~".~iiiIifIlhiil[ Left Iped.rA~,:~~1
Southbound
R,ighI
07:00 AM :
0
07;15 AM 0
0
07:30 AM
1
07:45 AM
I rhriJT
0
0
0
0
0
0
0
0
Westbound
0
0
0
0
0
0
0
1
-j
0
o
o
o
0
1
0
0
0
0
0
1
j
Northbound 0
0
0
0
0 :
1
0
1.
0
0
0
0
0
0
0
0
1
0
0
0
Eastbound
0
0
0
0
1
0
0
0
.
.
,
·
r
- ~Ht~~---~,-,- ~ "-, ~ . .~-~ --i-l
Total'
08:00 AM
-1'
0
d
--0
0
0
0
0
~
[5
1
0
0
o
0
o
0
0
,~- ,-,~.,-"
Grand TOlal
Apprch %
Total %
Yehlcli.
1
25
3.3
0
0
0
3
75
10
0
100
% Heavy Vehicle
0
0
15
0
0
667
1
33.3
4
0
13.3
:j
75
0
25
'1" ... ''0' "2
% V~hi.cle
Heavy Vehicle
r----===r----ur·
,-~outh~~:~';;;
t::: Start
1
2
100
75
3
33.3
10
:j
100
a
25
0
22.2
6.7
4
444
13.3
-2'-''3
0
f
'0
0
0
0
d
0
i:i
0
2
2
0
ii
0
0
i --l 9
i
0
0
0
0
0
0
0
"0'
0
0
0
0
0
Ii
d
6
88.9
j
11.1
0
0
0
0
1
100
3.3
j
100
ij
0
0
0
30
0
0
0
0
~.f,JlP· Total.
0
°
°0
3
r
ii
1
1
0
0
0
0
0
1
000
1
2
002
1
0
0
1
'23
,
~'
o
+----§, ---,~---,i
o
0
0
0
0
3.3
' 1
100
0
0
6
0
0
0
5
1
0
0
0
0
5
0
0
0
2
jg!a/
.
3
20
°
.. '------',-'----0--- 0-'" °
0
0
0
0
0
0
0
0
0
0
SL -. 0<)
'-2
2
2
3
2
2
3
9
o
o
o
\I
0'
'n
1
6.2
0
0
0
16
0
30
0
0
0
100
0
53.3
15
93.8
j
6
o'
0
6.2
0
0
~3
1
100
0
0
0
"'0'
1
3
2
1
0
2
1
1
,,i,'!ft!
1
0
0
J'~.s
6
7
1
7
'21'
21
30
0
27
0
90
II
0
0
0
6
7
1
7
'3
10
Aw, T",.! I §i. Toiell
0
0 .., -
__ 28.6
429.._...28.6 ,_O. ____ ~._.Q.... ---O' ____IL_--...ll___
27.3 .. 83.8 ,•.•.J!J
0
PJlF l_cI)QQ_._·OOIL..,,~~ _____ ~250. . ,.250 __ ,?p"q.
·~OO __ ,o.9.Q.. _._1.311,
.000. ",o()o .. 000 . . QI)QO.QQ ._:375..... ~.L ,25{)(loo
o. _10 0 .
":1'
o
'1
.
,. ,he.!l,_Ped,,-. !'Pl!,Jo.L"L __ ,~ight. _,.~.ru
0
0
0
0
!ndU.
ij
0
0
0
0
0
0
1
1
001
10
5
31.2 62.5
16.7 33.3
1>
'9
100
90
'--'(j'
1
0
10
0
-'------'1
-----'1----,
EtdII
T«a! lilt Total
J-- -r ~v.:e.tboln<!....--J----~--jJ--:=~~T~ort'l~nd--I~----~b~-·~]· ··~·~~·lE.S~o!'M---
Time RlghL,Thru I Left
p To!a! J!igJJL ....!!'ffiL.. .ie.!!. ___ Peds .. !'!>Ie_To!" .._~Jg~t_.1!frU
Peak Hour Analysis From 07:00 AM to 08:45 AM Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00 AM
08:00AM
0
0
0
0
0
0
1
0
l'
0
0
08:15 AM
0
0
3
3
2
0
0
0
2
0
0
08:30AM
0
0
0
0
0
0
0
0
0
0
0
08;45 AM
0
0
0
1
0
4,
0
'TOtal Volume
:1
2
l'
3
jT'
..550
6
7
1
7
--'21
.759
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
541-746-0637
File Name : Blue River Dr at River St (PM)
Site Code : 00809803
Start Date : 6/25/2008
Page No
___ _
__._ _
_ ._.__~_._...._____ ... ___ . ______ ~.ue!.I:'!l.nted-_vehI9i!_. tt'!.."_Y\'_ \f(lIlLcl'!..
-:J-:
Southbound
Westbound
:1
_.__ . _ _ _ _ _ _ ___.
Northbound
Eastbound
~~1:0~~~ ~IQ~T. Th~[L~pe~ L'';~ii~[:rl'!fLLe~ rp.d~ L-';;~';~ ::i{I~hJJ :f~~JT.e~LE~d~['!,;~ RIl!~ [Thj¥rLe~I~~d~r...pp ~i
0
0
0
0
0i
3
2
0
0
5
1
0
0
0
1
a
2
0
0
2
04:15 PM
--;·~~~--l-~---l -~---1j·-! ~ g-l1~i -~
~'""'.
(
. . .. .
_ ~lg~ -- i·i·--· !·--1- ·-11
Grand Tolal
Apprch %
Tota! %
3
42.9
2.7
1
14.3
0.9
3
42.9
2.7
0
0
0
n~!1!ii!l!±BI1!bl1
Thru I Lolt
1
2
_2~
8~
100
100
gl g
0
-A
. Total
c:>Q
9-J
9
33
786
30
0
0
0
0
ii
0
0
0
0
0
0
0
0
0
0
0
31' '0
6
6
0
1
0
0
gi~- 1i .~ -~
0
0
0
0
0
0
0
0
3
0
0
8
11
3
2
2
2
31
9
--r
- -6
0
0 -27
42
12
92.3
10.9
1
7.7
0.9
0
0
0
0
0
0
0
0
0
40
833
36.4
100
0
o
0
97.5
1
25
--0
38.2
40 '12
l'
o·
100
2­
'0
100
. (j
--0
4.8
0
0
0
93.9
--'2 .
0
Ii
-0­
0
95.2
6.1
0
0
1__ --.. --~~~t~:~~---·--·--T-
-
0
3
2
0
0
0
0
0
0
(\
o
0
-----N:~~~:U~d .-------
7
6
.6
8
39
0
0
7
8
0
2
0
7
10
5
B
lB.7
7.3
Ii
100
6
0
5
5
7
•
26
83.9
.722
0
a
a
a
a
a
0
0
6
6
8
11 .
3
2
2
2
0
1
0
a
.750
.250
·tr--O-----;cl
. 9-----1­
0
a _. _90
10
.000
.1)00 ..---1Q5
a
a
0
0
0
0
.000
0
0
0
0
0
0
.000
60
0
0
6
0
0
0
0
0
0
1
1
J
0
2
1
0
0
0
0
0
32
48
43.6
0.9
97.9
1
2.1
0
47
b
b
3
3
2
2
10
_
.8331
T_hru]'
5
8
10
10
L,ifil' peds
0
0
0
0
7
6
S
8
0
2
1
2
0
0
0
0
0
.000
84.4
.844
15.6
.625
.000
34
16
19
17
25
16
19
17
25
110
111
77
77
99.1
0
0
108
97.3
0
2.7
6
:\
APPTO~II
7I
8i
7.
10
0'[f--·-5---·0-----32
a
5
8
10
11
33
0
·T---···.. .- Eastbound
-~il!:'LLThrur _'=!H Ped~_l!'P.e. IOi'.,+=ttiil1in: _Thrurl~n Ped'J),pP~I-;;;;;d -l!Ig~ll
Peak Hour Analysis From 04:00 PM to 05:45 PM -- Peak 1 of 1
Peak Hour for Entire Inlersection BeginS at 05:00 PM
05:00 PM I
a
0
a
0
1
05'15 PM i
1
0
1
2
1
05:30 PM
0
0
0
0
1
1
0
05:45 PM
1
2
2
TolaIVoluiii,,'---;r--O­
2
4
5
__'f, AflP.. Total ~... .0__
50
_ _ 16.1
______._. PHF
.600
.000
~ ..625
.500
<;L
5
5
7
5" 26 .
71 21.49
---------T- ·--~:-hb~un~Tpp-I·
1
1
Vehid" ------3---' "'-:j-100
100 100
100
114 y~hic!e
Heavy VehiCle
6 '0--1)- -..
% Heavy Veruele
1
8-
r
·-.~~~.:~~l~~··!~ !nt:T~j~11
16
19
17
25
77-­
_Jl-OO.~_··. __----,~"'~.",.
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
541-746-0637
File Name
Site Code
Start Date
Page No
~ ••_,__
• ______.
I
tStartfime
08:00 AM
08:15 AM
08:30 AM
08'45 AM
"'Tota[
,
Southbound
Grand Tot.t
3
Apprch %
75
Total % liehle"," 100
.. ~{fL':{ehicle
Heavy VehiCle
""-O~
"4liuvy VahlCle .
0
1
25 0
0
Westbound
I
0
100
"O~~
0
0
71
0
100
0
o 48.3
0
'''0­ ~ 80"-' O'
100
o 64.5
0
0'
0
0
~·'O
0
"0'''''11
(;
15.5
0
0
Peak Hour Analysis From 08:00 AM to 08:45 AM • Peak 1 of 1
Peak Hour for Entl", Intersection Begins at 08:00 AM
08:00 AM
1
0
0
1
0
08:15 AM
0
0
0
0
0
0
0
0
0
0
08:30 AM
~
r:
71
Northbound
Right
0
0
0
0
0
0
o
48.3
0
0
0
0
'-ij ' j l '
71
0
0
0
0
0
0
0
0
0
0
0
jj
'0
64.5
0
0
0
0
0
0
0
0
0
'0-"''0
"0
0
Eastbound
[jtirulmi.eliIpedsr:..;-;~;; 'Ri9ht LTllr,,-C t.BiiTIedsT~~~
0'''00
1":13!!.if;~~r~rgh[[fi.':::L:o.Ii~.I.Ai£,~oj.IIJ~J!l~n ..,!~ru L~t~jjt
'-Tot~B~~7u~~
26
18
10
17
0
0
0
0
(1
"","T"',"
" ' 4 -"-O-71-~~O'" 0"
4
:1
Groups Pnnled:Vehicl,,-~H~")' Vehi£~ ___
.fliQht L:rhr~L Left fred.I"""~T"'" Ri hI. Thru'" Left Peds
1
0
0
0
1
0
26
0
0
0
0
0
0
0
0
18
0
0
0
0
0
0
0
0
10
0
0
0
3
17
0
0
0
''0
: McKenzie Hwy at River St (AM)
: 00809802
: 6/25/2008
~~'"
0
0
0
0
0
0
0
0'
0
0
0'
jj
0
0
iT
0
'0
0
jj
ji'
15.5
0
0
0
0
0
0
0
0
0
13
19
11
27
-O'~~~to
0
0
70
97,2
o 47.6
O· 60
o 85,7
~O
'~Hi
0
14.3
0
0
0
2
13
19
11
29
'2'-;5 .. 72
2
2.8
1.4
1
50
0
0
0
0
0
0
0
i
'0
0
'. Ii
50
0
Northbound
RighUthru iLe1irPed~TAW"
Peds ,~
1M
0
0
1M
18
10
0
0
0
0
18
10
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
i
i
i
0
0
0
13
19
11
'--...,.,rr,-~"~""~,,,,,:':iE~--j'~.~J. ~_A!~ _cOol~J~.~J~~cOQL;]Q~~.ooti~
0
0
0
0
72
49
37
21
49
49
147
147
0
147
147
0
100
0
84.7
11
15.3
0
1f
0'
:22
0
0
15
r
0
2
0
0
0
0
2
6
2.8
0
:250
85
0
0
Eastbound
Left" -PedsT APP. Total
0
0
37
21
0
61
1'iirul
,
~~ r~"1u
.Qilo '
I
tot~11
13
19
40
37
1t
29
21
49
72
621
14'7
c
7:gq,
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
541-746-0637
File Name : McKenzie Hwy at River St (PM)
Site Code : 00809804
Start Date : 6/26/2008
Page No
~~t~~c----.----
-----.----,-------­
_ . ___. __ S;rou~._I'_'i.~ted- Ve~!~I~.::.!:i_ea"Y.'y''?hi~l"
-,---,------
Northbound
PM
PM
PM
PM
---------rotal
-- 05:00
05:15
05:30
05:45
0-- a
a
4
a
a
2
2
a
a
0
a
3
--- -..
4
80
1.3
---~.------------
a
a
a
5
1.7
-5­
100
-0­
160
100
52.8
0'148
a 92.5
--·'0----12
a
a
a
a
0
0"
7.5
a
a
a
a
a
a
0-
-6
a
a
a
a
li
a
160
a
a
a
a
a
a
a
a
a
a
6
a
a
a
a
a
6
a
52.8
148
92.5
12
7.5
a
a
a
a
a
6
0
0
1
1
a
0
.
~.-.
Southbound
Westbound
[_'§!_~'!.!ime
Ri hl.1.......!!!!'!L~J
-Right I __..'!:~rurbenJ P.!'djJ{\~p;T~ai
Peak Hour Analysis From
PM to
PM - Peak of
05:00
0
--­ -.. -.. -.. . .------.-..----. -. - . t
App. To'a' 05:45
--._­
Eastbound
a
ij-'O
a
1
a
a 20
a 0.3
Total %
. --, 'Vehicle­ .. --4- ---iY-'l-­
100
a 100
a
_,. __ ,_% y~hicle
- 0 '---0---0 ­
Heavy Vehicle a
a
a
a
% Heavy Vel1lcJe Grand Total
Apprch %
-----,-
Ril!r-.T~r-L!~.l-;::,e'llh
. "PPcI.'~ _~i~h~ ~-!r·-L~1 [1'~T~-;:T1~il--;"" 'y;;;';~~.TI~I!lr
a
a
a
1
:1
RlghT[Tiiru
003810
- 6-
a
0
133
a
a 133
a 96.4
a 43.9
'0 127
a 95.5
ij
-6
a
a
4.5
a
-6
ii
39
50
138
a
a
a
a
a
a
a
138
5
3.6
1.7
5
100
a
a
08686
I
45.5
132
95.7
0
303-
303
a
303
303
a
a
a
100
o
S­
a
4.3
a
a
6
a
285
94.1
Hi
5.9
..
r:-J:~i[l £'e~§T~I;ii::ro"if . ~g~lT tI"\JJ:as~:ftutped,;-l APprO",II;;!. !oi~iI
Northbound
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00
05:15
05:30
05:45
PM
PM
PM
PM
--rOiirVolume
't•. ~.~~.T ot~L
PHF
Q..,
C<7
~
a
a
2
2
a
a
a
a
a
1
a
a
--4-----0--180
.500
a
.000
20
.250
a
37
a
a
37
a
a
a
a
a
a
a
a
a
a
a
a
31
a
a
31
a
a
a
a
a
a
a
3
47
a
a
47
a
a
a
2
45
a
a
45
a
a
a
a
a
'0---160'---0----0---160 --0
-0
ii ----0'­ ---0 ---6
5
a 100
a
a
a
a
a
a
a
.417 --:060- .851 -----:000---:000 =~=c~5 1_=cOOQ__ ::_-=-@_:~QOO__ ~QQQ"'::-"':"'-- .Q.QQ _:.OOQ___
a
a
38
32
25
38
-'33
96.4
.~7f
1
2
1
1
5
3.6
_§25
a
a
a
a
39
34
26
39
0
f:f8
.0-6'0
885
a
-
76
65
76
88
30T'
881..
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
541-746-0637
File Name
Site Code
Start Date
Page No
VIV\.<
o:>rrllll"::"."­
V"'III"'I""~-""""'V
Westbound
Total
3
3
2
5
13
0
0
0
0
0
3
1
1
0
5
0
0
0
0
0
6
4
3
5
18
2
1
1
7
11
19
4
11
10
44
0
0
0
0
0
0
0
0
0
0
21
5
12
17
55
0
0
0
0
0
08:00 AM
08:15 AM
08:30AM
08:46AM
Total
7
10
4
1
22
0
0
0
0
0
2
6
1
2
11
0
0
0
0
0
9
16
5
3
33
5
10
1
0
16
34
18
23
16
91
0
0
0
0
0
0
0
0
0
0
39
28
24
16
107
0
0
0
0
0
0
0
0
0
0
2
0
0
0
2
0
0
0
0
0
2
0
0
0
2
0
0
0
0
0
35
23
20
25
103
18
7
5
2
32
0
0
0
0
0
Grand Total
Apprch %
Total %
Vehicles
% Vehicles
35
68.6
81
31
88.6
4
11.4
0
0
0
0
0
0
0
16
31.4
3.7
15
93,8
1
6.2
0
51
27
16.7
6.3
27
100
0
0
135
83.3
31.3
124
91.9
11
8,1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
162
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
100
0.5
2
100
0
0
0
0
0
0
0
0
0
2
0.5
2
100
0
0
0
0
0
0
0
0
0
158
73.1
36.7
144
91.1
14
8.9
58
26.9
13.5
57
98.3
1
1.7
0
0
0
0
0
0
0
Peds
I App. Total I
07:00
07:15
07:30
07:46
AM
AM
AM
AM
H@avyVehlcles
% Heavy Vellides
11,8
46
0
0
90.2
5
9.8
Southbound
Start Time I Richt I Thru I
Left I ADD. Total I Right I
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins
- at 07:45 AM
07:46AM
5
0
0
5
7
08:00 AM
0
2
9
5
7
10
10
6
16
0
08:15 AM
08:30AM
0
1
5
4
1
26
0
35
23
Total Volume
9
% Aoe. Total
74.3
0
25.7
21.3
PHF
.650
.000
.375
.547
.575
~
V)
"""'11""""'"
Northbound
Left Peds lApp. To.'
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Southbound
Start Time Right I Thru I Left I Peds lAp, Tol,1 Right I Thru I Left I Peds lApp. ToI,' Right
OQ
: McKenzie Hwy126 at Blue River Drive (AM)
: 00725401
: 2/7/2008
:1
37.6
151
93.2
11
6.8
I Thru I
I
Westbound
Thru
10
34
18
23
85
78.7
.625
I
Left
0
0
0
0
0
0
.000
I
Right
0
0
0
0
0
I
Eastbound
Thrul Leftl PedST App. ToI,'
18
4
0
22
8
0
0
8
5
0
22
17
12
17
0
29
55
26
0
81
Northbound
Peds
0
0
0
0
0
0
.000
I ADD
Total
17
39
28
24
108
.692
I
Right
0
0
0
0
0
0
.000
I
Thru
0
0
0
0
0
0
.000
I
Left
0
2
0
0
2
100
.250
I
Exdu. TdJll,ndu.
Td.;-T Int. Totall
0
0
0
0
0
49
17
37
51
154
49
17
37
51
154
53
30
25
27
135
0
0
0
0
0
103
74
54
46
277
103
74
54
46
277
216
0
431
431
50.1
201
93.1
15
6.9
0
0
0
0
0
100
0
0
0
0
400
92.8
31
7.2
Eastbound
0
0
0
0
0
0
.000
0
2
0
0
2
.250
RiQht
0
0
0
0
0
0
.000
I
Thru
12
35
23
20
90
65.7
.643
I
Left
17
18
7
5
47
34.3
.653
I
Peds
0
0
0
0
0
0
.000
I ADD. Total I Int. Total
29
63
30
25
137
51
103
74
54
282
.646
.684
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
541-746-0037 File Name: McKenzie Hwy126 at Blue River Drive (PM)
Site Code : 00725402
Start Date : 216/2008
Page No : 1
-,-- _..p' ...-- Vahi
... "._,-- H...._....Vehiel
_, . -......
G
,
'
Westbound
Southbound
Northbound
Eastbound
Start Time ~Rlghll Thru IL~~lpeds I AP!I. '''''' Righi I Thru I left I Peds I App. Total Right I Thru I left I Peds I AP!I, Total ~RI~Thrul Left I Peds I AP!I T""
04:00 PM ,
04:15 PM
04:30 PM
04:45 PM
0
0
1
0
0
2
4333003610
a
1
5
23
0
0
28
0
0
0
6
2
24
1
0
27
0
0
0
33
0
0
34
0
0
0
1
11
113
1
0
125T~~~-~~o~~o
0
0
0
0
0
2
0
5
6
~~-~~~~~~Toi.1
7
8
3
IS
0
1
4
1
8
0
2
0
0
0
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
2
1
2
a
0
Grand Total
Apprch %
Total %
24
66.7
Vehicles
% Vehicles
4
0
0
0
0
0
0
36
13
5.6
217
93.5
a
7.1
3G
100
2.5
42.5
194
0
12
33.3
2A
12
100
0
0
a
0
4.7
Heavy Vehicles
""..,,V.hld..
0
h
0
0
00
0
~~~~24
23
o
2
o
a
4
100
0
~~
0
0
0
0
020
0
0~~20 .
1231025
41
0
0
42
1
0
20
0
20
0
1
0
107
2 104
000
0
I
0
0
0
0
3
~~~-4-
a
~~~~~O
0
12
92,3
1
7,7
2
0.9
0.4
:2
89.4
23
100
0
10.6
a
0
0
1
208
89,7
2
66,7
0.4
2
100
10,3
0
45.5
0
0
o
~~24'
0
0
..
a
a
()
0
0
0
0
0
0
0
a
0
~O~~~-~O~~
1
0
1
33.3
0,2
1
100
0
0
0
0
I
o
o
12
20
27
0
0
0
24
83
2
4
1
5
12
0
0
0
0
0
.... T••
14
24
28
29
95
31
I
0.6,
3
100
0
0
216
90A
42.4
23
9.6
202
0 93.5
014
0
6,5
21
91,3
0
0
0
0
4,5
~~~~2
8,7
0
0
0
0
0
0
0
52
227
227
085
0
55
0
87
76
0
.0
283
85
55
67
76
283
0
510
510
0
100
0
0
0
0
470
92.2
40
7.8
0
0
0
10386044
0
0
25
1
0
26
0
0
32
2
0
34
0
0
38
2
0
40
1
0
133
II
0
144
I ..... T"" I IfJl To<al I
40
57
78
52
0
0
2391
45.9
223
93,3
16
6,7
0
0
0
0
40
57
78
~~~~~~
~~
Southbound
77hR"'I::ih"i!
Start Time ~ :·R"'I"'hC>t'-·T~h=ru""~Le"'nh-;--.'::-otaI
Peak Hour Analysl. From 04:00 PM to 05:45 PM - Peak 1 of 1
Thru
Westbound
I Left I Peds
Peak Hour for Entire intersectlon BegIns at 05:00 PM
33
0
o
2
6
2
0
2
1
23
24
33
113
0
1
0
o
9004
.856
0,8
,250
30,8
8,8
,563
,000
,500
.542 I .550
Total
~ 3
1
6
69,2
4
PHF
4
o
o
o
o
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total Volume
%~
1'J
232
0
0
0
0
0
I
2
1
2
9
o
2
0
O~~~-~~4
~i3
11
f
o
o
o
o
,000
I Right
I App. To... I
36
26
27
34
125,
J
,8eaL
Northbound
Eastbound
O
Ri iif"Tr;h;;;ru;T"";li';.;'infT''ip>'.;;;di.,,-=.-;,wolaI::;i'I:;;nt'~
TT;;<ota;;!]t
Peds
ToIBI
0
0
0
0
1
0
0
0
38
25
6
1
0
0
44
26
85
55
a
0
0
0
0
0
0
1
0
a
0
0
,000
2
2
11
7,6
.458
0
0
0
0
,000
283
,000
32
38
133
92.4
.875
34
40
144
.250
0
0
0
0
,000
76
1
100
o
o
~818
.832
1
o
a
o
Thru
o
o
o
lelt
,250
I
,000
57
Branch Engineering, Inc.
31 0 5th Street
Springfield, OR 97477
541-746-0637
File Name : McKenzie Hwy al Dexter St (AM)
Site Code : 08098100
Start Date : 10/7/2008
Page No
Groups Printed- Vehicles· Heavy Vehicles
Southbound
Start Time RighI I Thru I Len I Pod'T'P!'. T","~
Faotor
1.0
1.0
1.0 "(0
07:00 AM '
0
0
0
0
0
0
0
0
07:15 AM
0
0
0
0
07:30AM
0
0
0
1
0 ....
1
0
07:45AM
1
0
Total
1
0
O~~~-~O
2
0
1
0
3
0
0
0
0
0
0
0
0
Grand Total
Approh %
Total %
Vehlcl••
% Vehicles
4
100
16
0
0
0
0
0
0
07:30AM
07:45AM
08:00AM
08:15 AM
Tolal Volume
% App. Tot.1
PHF
\'J
0
06:00AM
06:15 AM
08:30 AM
08:45 AM
Total
~ 0
:.r- 6
100
0
0
I
0
4
o
0
~
0
0
0
0
0
3
0
0
.j75"~000
0
0
0
0
0
0
0
.000
9
0
8
1
1
13
38
0
1
0
18
25
0
0
0
0
0
0
0
0
0
0
0
0
0
21
18
3
82
~--O
120
97.6
47.6
112
933
8
6.7
0
16
4
100
~~~-~~O
0
0
0
100
2
0
1
jj~~
0
0
0
1
0
0
0
0
0
3
2.4
1.2
3
100
-~O
0
01
0
1
2
0
3
.375
Northbound
RighI IThi~ Teftl~PedS App. Tofal
1.01 10
10
1:61
0
0
0
0
0
0
0
0
9
0
0
0
0
0
0
0
8
0
0
14 i
0
0
0
0
39 1
0
0
0
Westbound
i
-RIgiiil Thru~ I Lon I Pods I AW. To'.
1~ I 1~LJ~Llg18
o
% HnvyVehH:!.ss
~~~~
~~~~
~~~
Heavy Vehicles
:1
0
0
0
0
8
0
0
3
500
.640
.000
.
...
~
0
0
0
o
0
0
a
8
0
6.5
0
0
0
0
O-~O
0
123
0
0
o
46.6
- - --------­
0
115
0
93.5
13
18
26
64
97
0
1
0
i1
18
26 !1
21
19
84
0
0
0
0
0
Right
10
0
0
0
0
0
-~~~O
0
0
I
0
0
O~~
0
0
0
8
0
0
0
14
18
0
26
0
0
o
0
0
0
0
0
0
0
~O
0
0
0
O~~~-O~
0
0
0
0
0
0
0
0
0
0
a
66
0
0
0
0
.000
.635
0
.000
0
0
0
0
0
0
0
0
0
0
0
0 - --0
0
0
0
0
0
0
0
0
I
Eastbound
Thru I Left I Peds I AW. T""
1.01 1.0
1.0 I
jj
13
13
0
10
0
10
0
14
0
0
14
14
0
0
14
51
0
0
51
0
0
0
----
0
0
0
20
16
16
22
74
2
1.6
0
125
O.S
0
0
0
0
0
123
0
0
9M
46.8
0
0
0
118
95.9
50
5
1
0
4.1
50
0
0
0
0
0
0
0
0
0
0
0
.000
,000
.000
a
0
0
0
0
0
0
0
0
-~~~72
0
0
0
0
0
0
0
1
1
2
20
16
15
21
1
~~" T~~E·~T~
0
0
0
0
91
0
0
40
42
38
41
161
40
42
38
41
161
252
252
o
100
IUV
o
v~
-238
0
0
0
94.4
14
5,6
O~~
6
o
4.61
0
20
0
0
0
0
0
16
0
0
0
64
0
0
100
,800
0
.000
0
.000
0
,000
91
o
14
14
.000·
0
0
0
0
0
O"~
22
29
0
49.6
119
95.2
0
0
21
19
29
0
0
21
19
22
lint To~j I
14
14
22
29
~O
40
16
64
42
133
,500
,792
Branch Engineering. Inc.
310 5th Street
Springfield. OR 97477
541-746-0637
1_'__
.
--------
1
3
0
1
0
--4'---'
"'--Tolal
Grand Total
Apprch %
Total %
Vehicfi
6
40
1.4
Heavy Vehicle
[
0
0
0
2
1
1
0
4
T.~ruf-L."!!.n~!.ll·_Ap-,--,--';;'Ri.~.~.
0
g----H· .. ~ - 1;~-- ~"'-K '-1~~
15
3.5
9-- --·--·----16··
o
100
100
100
0
0
0
0
'-O-O--·-~O
--------·-b------ . ------
FL.';iiTI"'-dSl~1P
n
o
51
1
29
0
0
30j
010320032
o
2i
1
35
0
0
36
9
60
2.1
'-T~o-'-
100
..__~ yehicl~ -----0
% Heavy Vehlcte
0
0
0
0
0
I
Weslbound
Northbound
Eastbound
App. T"'"RiQiit Thru
Left Peds "i'£ T;W RignU..
I Thru
1.Q_ ~ 1.0
1.0
---'--"l.oL.l,!!, _.~:QILQ ____ . 1.0__ .. _!.:!!
1.g,! l,Q,j
2
1
15
0
0
161
0
0
0
0
0
0
12
2
0
1
1
16
0
0
17
0
0
0
0
0
0
13
1
0
16
0
0
17
0
0
0
0
0
0
21
1
0
2
1
_._04_4~~~11 ___~ . -~t--+---·-t '-'+-'i~-- ~.- g'~~I---l
05:00PM
05:15 PM
05:30 PM
05:45 PM
: McKenzie Hwy at Dexter St (PM)
: 08098200
: 101712008
:1
_~"'P.!..~rin~te<J"l/ehicl'!::.Ii!'.~~~-\lehi-cle. -.--.-­
Soulhbound
RighI I Tilru Left Peds
factor,1"ql . ill 1.0
1.0
04'00 PM
1
0
1
0
0
0
1
1
04:15 PM ,
04:30 PM:
1
0
1
0
: ~!?irTill1e
[.
.
File Name
Site Code
Start Date
Page No
0
0
199
5
2.5 97.5
1 2 46,8
5'196
100 98.5
0
1)
1.5
0
204
48
0
0
0
0
0
0
0
0
15
0
0
0
0
0
0
0
-tof
0
o0---- "-0----0
98,5
0
:i '·'-'0'
----0- 3
0
0
0
0
g
.--~---'------
'0
0
1.5
ri
0
(j
0
0
. ---.--- ·--··--..'·--f
-~
~
~
~~.
0
0
0
0
0
0
0
0
0
0
0
129
0
0
0
0
0
0
0
0
01
0
0
0
--0
0
0
0
0
0
0
198
96.1
46.6
192
97
100
0
0
0
0
3
0
0
0
0
0
(;
0
0
0
g
0
0
0
0
0
~
34
1
36
29
30
0
1
0
2
0
0
0
0
0
35
36
30
30
131
0
0
0
0
0
206
48,5
200
97,1
0
2.9
6
1,9
8
(j
0
' ••
__.
14
14
22
~
8
3.9
,;~" ",~", ,:~~ ~~T~';i.1
T",..
~~
Ii
_.
0
1
0
'I'
___
32
32
41
°
°
(\J
..4
oa.
32
33
41
1~;
1~~
0
70
69
68
59
70
69
68
59
0
0
b
266
266
1
425
426
0,2
0
0
jj
0
99,8
0
0
417
97,9
0
2,1
0
'9
--
Soulhbound
Weslbound
Northbound
Easlbound
-::-n§!art Tim_" _ Ri9!tiT Thru I . Left I AI>!> TOl.J • ~ighTI nThr. L![[._!,eilsT~ To,,; 'RighfTIhry I .Leil]
I·App.foi;'
Tilru \ leln Peds \ App, Total
Peak Hour Analysis From 04:00 PM to 05:00 PM • Peak 1 of 1
Peak Hour for Entire Inlerseclion eegins 01 04:15 PM
1
04:15 PM I
0
0
1
1
1
16
0
0
171
0
0
0
0
0
13
0
14
1
1
2
1
16
0
0
17 :
0
0
0
0
0
0
21
1
04,30 PM :
0
22
0
0
Z
2
0
27
0
0
27 '
0
0
0
0
0
0
23
04:45 PM
Z
0
25
05:00 PM
3
0
2
5
1
28
0
0
30
0
0
0
0
0
34
1
0
35
-TOiaiVolurne
-4
0
6
10
3
88--- 0----0--·· --910 "--0
"r.)""'O
0
91
"0'
5
96
0
__ % Al1l1Jfl.tal ___ .49
60
3.3
96,7
0 ...
0
____0__ ... 0 ___
0..".... 0
..""L_ 94,8 . 5.2
.62'5 ..(fQli
PH£. __ .333 _.000 __ ,750
.500
.750
.759 . .QQO _.:!!OO,____ !?8 L .OO.Q_.... 001l.___ .00L_ .. .Q9"L___ OOO __ ..QOO ___ ,~9
:5S6
I.
• • • •
~
0
i
..
m
Peds
°
rolal
I
32
41
54
TO
' -'97
Locl'.loor"
llS97 MP 1:14_115, THE
OJl.j~U:S·CJ\L.jR.)RNJj!..
}lNY '\I'i.
HecoY"t1cr
tnsce)h',j,
O. US un] e SC'l'- h of Yow J\lIer,J.le
HISTOJUCAI,..
Average
MOl)'.
10TH
'fear
Tra.f6c
0<>,
"our
19')0
22')1 1
132
10.9
"our
:to .3
11 .8
11 .:J
10.4
10.6
11.0
...
,..
1999
21530
2000
2001
2002
<l003
25060
25067
26906
143
21151
1>3
2004
186017
29:788
1>6
11.9
11.6
10.?
11.)
13.
,,3
11 .3
11 ,4
133
10.0
2005
1006
151
31315
31492
:W07
DATA
H1ST()RICAt.. Jl.ADT AY YEAR
....,
D,;,dy
l'I~F'r:lC
REtWt);-iD. 09-04:0
Fcbr>Jar.y. 1 ~!'>4
20TH
Hour
10. 1
10.2
40000
30TH
r-·----··------------------,
Hour
Hi. 2
10."1
HL2
10.0
30000
10.1
10.1
10.3
20000
10.1
HL 1
10,2
10.4
10..5
l()'3
10.1
10.3
10.2
10.1
10.5
20.0
10.0
•••
10.0
H>'3
10000
10.2
o
:>8
99 00 01
02
03 04
O~
06
07
2007 TRAFFiC OAj-}I,
.,
i\vIllI'rlloga
Traffle
T't"iliff'lc::
Ji!lrjUD~Y
2!)57ol
Fl<!'brua.ry
31150
M!.iret.
33370
lOG
<\p1"11
)440G
:l460a
100
110
Jl>he
Jl>ly
Avgtist
::unoo
Septi!t\'Iber
34605
33611
Noveomber
December
LocatlOn.
O;)lly
32062
3:2454
34400
33853
3:4092
3:2516
3150;<
293510
2e060
11.
11e
110
107
100
...
31396
29t,;2G
IoiIO!&t
patuenger Ca'rR....
60.0
oct.e'r 2 axle It t l " vehicles ..•..•.••. 20.l
S::1ngle Urnt 2 <Ui.le 15 l:lre .... ,."
:).2
S}!'Igle Urat) axlt:_._~ .......... __ ... , 0.6
e.
0,
S1ng1. U'''l}t'' axle or ~re ... __ , .. ·. __
Slfig1e Tr..u lGr Truck 4 axle or leaa ...
S)t;gle Trluler Truck 5 axle .••• _ ••••••
slnU1G TraJler Truck G ~le or mor~ •••
100
102
103
10.
107
111
103
100
Ohl-Tnilcr Truck 5 axle or loas ••••• ,
Dhl-1·ra.. Jor!ruCk 6 axle...
f.')hl~Tratlftr Truck 7 axle or UIOre •••••.
Trlple 't"rliu1e:r Trucks .... _....
03
••
Motorcycles & Scooters .. , ..
OR1215 MP 100.27, KCK~N7.It?;: lilG.JWhY.,
1.::18 1'n"t1.;,a
_ _ClaB»1rlcatlon Brea.kdcJo,.,or,_____ 'of hDT
Percent
of
"01"
~:HJ1o
29525
llllS
11.
36052
37267
October
~
rercont
A11T
95
101
May
PC\"COl1t
Average
Weekday
NO.
Recorder:
15
ltJ~1.:31led~
of SW Hlt:l'l'It'..olta Wily
T' , .
0_1
1.1
3.2
1.1
0.0
0.)
0.5
0.0
0.1
0 ••
CLINE FALl-oS, 0$1·021
JIl!'le-. 2005
HIS1'OliiCAL TAAFF'IC OATA
_ _ _ _ Percent~of_ArJf_ _ __
Year
2007
lilS'TORtCAt• .AADT BY YCAR
Average
Dally
Traffl.c
9354
"".
nay
jltlU'.
10111
20TH
Hour
Hour
Hour
Hour
14.
12.2
11.4
11.1
10.9
10000
30TH
8000
GOOO
4:000 '2000 o
0"
2007 TRhFnC DATA
l~rceJit
Averagft
Wee"kday
TraftlC
January
75GO
r~4i:u.:<ry
6121
?OnO
t1.'lrc-t.
Aprll
...y
Jllt'.Qc
•J1.I1 'f
Angunt
'622
1029)
10600
113')7
Novefllber
lI1l3
10i4:1
$1323
f121':i
DeCettlher
T163
$¢t'tt!mher
OCtohel·
Pe\;'cerlt
of
AVOt'lIgIl
Oa::..l'f
of
,';OT
01
U"l
9"/
Trafftc
ADT
7109
7UB1
09<l1
.,••"
103
110
H"'I
121
119
10.
100
u.
n:.s
""".
10222
10723
lltt6$
"'
lZ)
120
101%
100
$1101;
"loDe
..
Sl.t.gJ~ Unit :.I :]xle () tl.re .. ,.,. __ _
)
Su,gle a.it l axle ..•. , .. ,._
1.4
Slogle unlt 4 axle or more" ... _, ___ . 0.2
Sl.t.gle Traller Truck '\ ~le or le'HL., 0 .•
Str.g14'1 Trul&r Truck S. :ule, .. 1.2
Sl.l.g1e Trlu1e;; Truck 6 aT.le or more ... 0.4
tJbl-l'rai ler Truck;) axle or less .. , .. 0.0
Dbi ~Yroi let' T:t\lck 6 ~le. _ ... ,. ___ .. __ 0.0
lJbl-Tro.11ll!r Truck 7 l1Xle or ~re ..
0.2
Tt:"lpl. Tl:"iuler Trucks __ .
0.0
Bu:<;em." .••••.•..•..
0.6
0.3
Motorcycles & $Coetom ..
10l
lOB
11U14
11090
......CIO'IHU:fic:atlQ!') Ure&kdoWTo _ _ _ _ _ Qf hOT
Pa",,,;:;-nger carlll. , ...•••• _.. , . . . . . • . . _. 49.:1
Ocher 2: a}tl~ "'I tlre veh)cltllii .... ~,
12.4
Percet!t
.,o.
.,
247 ----------­
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APPENDIX E
GROWTH DATA Lane County Coordinated Population ProJections
Adopted February 24, 2005
are based on Census data, 2004 county figures are
2004 UGB estimates are based on 2004 PSU City esttmates and estimates of population outstde dtles In'Slde UGSs if applicable•
.. Junction City population proJecUon wMi be affected by prison construc:tlon although timing is not known. Once prison construction moves f-orward, the projections wil be modified.
~ ~ APPENDIX F
ITE TRIP GENERATION DATA AND LANE COUNTY LE I I ER Campground/Recreational Vehicle Park
(416) .
Average Vehicle Trip Ends vs:
On a:
Occupied Camp Sites
Weekday.
Peak Hour of Adjacent Street Traffic,
One Hour Between 7 and 9 a.m.
Number of Studies: 3
Average Number of Occupied Camp Sites: 60
Directional Distribution: 42% entering, 58% exiting
Trip Generation per Occupied Camp Site
Average Rate
0.20
Range of Rates
0.18
Standard Deviation
0.35
Data Plot and Equation
0.45
Caution· Use Carefully - Small Sample Size
~,----------------------------------------------------------,
x
2JJ
10--+-­
i
x
x = Number of Occupied Camp Sites
X
Actual Data Points
~
Average Rate
FItted Curve Equation: Not given
Trip Generation, 7th Edition
671
Institute of Transportation Engineers
Campground/Recreational Vehicle Park
(416)
Average Vehicle Trip Ends vs: Occupied Camp Sites
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Number of Studies: 3
Average Number of Occupied Camp Sites: 60
Directional Distribution: 69% entering. 31 % exiting
Trip Generation per Occupied Camp Site
Average Rate
0.37
Range of Rates
0.33
Standard Deviation
0.60
0.43
Data Plot and Equation
Caution· Use Carefully· Small Sample SIze
501
40
..
"
20 . . . . .
10 - ,X
",< ' •.
C;'
x = Number of Occupied Camp Sites
X
Actual Data Points
------ Average Rate
Fitted Curve Equation: Not given
Trip Generation, 7th Edition
672
Institute of Transportation Engineers
Church
(560)
--Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Roor Area
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 7 and 9 a.m.
Number of Studies: 8
Average 1000 Sq. Feet GFA: 18
Directional Distribution: 54% entering. 46% exiting
Trip Generation PElr 1000 Sq. Feet Gross Floor A_r_e_a_ _ _ _ _ _ _ __
f-_ _--'A.:..v;.::.erage Rate
Standard Deviatio~
Range of Rates
0.72
0.08
6.61
_ _ _ _ _---'1"'.8""8"-, ,
~,~
Data Plot and Equation
'x
70
60
:J
o
....
x
L-){·---:.:··/~/ x_x~
o
10
___l;f'-­ _ _
~
_ _''''''_ _''---r_ _'''''.
~
20 50
x = 1000 Sq, Feet Gross Floor Area
X
----- ~ Average Rm
Actual Data Points Fitted Curve Equation: Not given
Trip Generation, 71h Edition 1004
Institute of Transportation Engineers
Church
(560)
.~----~ .. -~ .. ~--~-----'---'---------~-------
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Number of Studies: 11
Average 1000 Sq. Feet GFA: 17
Directional Distribution: 52% entering, 48% exiting
t
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate
Standard Deviation
Range 01 Rates
Data Plot and Equation
so
40
.
rol
10
·X
j ..
x
o
j
x
x
x_
"
X
x
X
, .
I·· - - - - - - , - - - -......
~-.-~---r---~--"t.
o
10
20
··'1---~~__1
30
50
X : 1000 Sq. Feet Gross Floor Area
X
------ AverageRate
Actual Data Polnts
Fitted Curve Equation: Not given
Trip Generation, 7th Edition
1005
Institute of Transportation Engineers
Golf Course
(430)
Average Vehicle Trip Ends vs: Acres
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 7 and 9 a.m.
Number of Studies: 5
Average Number of Acres: 177
Directional Distribution: 74% entering, 26% exiting
------­
Trip Generation per Acre
Average Rate
Range of Rates
0.13
0.21
Standard Deviation
0.39
Data Plot and Equation
0.46 caution - Use Carefully - Small Sample Size
00.-------------------------------------------------------------, 80
..
70
'"c:
."
60
w
~
50
- - _·-x
.,'"~
4<l
. x '/,/C:
"
30
.!!1
.9
x
.c
<J)
>.,
.:c
I-
-
_
,
• • <';
/
/
20
-//.­
10
0.00
100.00
200.00
300.00
400.00
500.00
x = Number of Acres X
Actual Data Points
- - - - Fttted Curve
-----
~
Average Rate Fitted Curve Equation: Ln(T)" 0.63 Ln(X} + 0.40
Trip Generation, 7th Edition
725
Institute of Transportation Engineers
Golf Course
(430)
Average Vehicle Trip Ends vs: Acres
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Number of Studies:
Average Number of Acres:
Directional Distribution:
5
177
34% entering, 66% exiting
Trip Generation per Acre
Average Rate
Range of Rates
0.30
0.21
1.45
Data Plot and Equation
130
Standard Deviation
0.59 Caution· Use Carefully· Small Sample Size
~---~.------------
---------------~
./
120
,/
110
..... ... ~ - .
.(
,
100
:,/'"
'"
90
c.
.t:
80
I-
:J
"0
C
ill
-ll
:E
>'"
~
~
>~.
j-'
Q)
:>
.0;:
50
"
40
I-
...
j"- . - -
-­
:x
-:-Y:: .
/
x
-
,~,"-. >/'
->",~.--
30
/
;..~
20
10
~
,"..
0
0.00
200.00
100.00
300,00
400.00
500.00
x = Number of Acres
X
Actual Data Points
~
- - - Average Rate
Fitted Curve Equation: T", O.13(X) + 31.30
Trip Generation, 7th Edition
726
Inslitute 01 Transportation Engineers
Recreational Community Center
(495)
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 7 and 9 a.m.
Number of Studies: 3
Average 1000 Sq. Feet GFA: 76
Directional Distribution: 61% entering, 39% exiting
-------~,
Trip Generation per 1000 Sq. Feet Gross Floor Area
Range of Rates
Average Rate
1.62
Standard Deviation
2.71
1.08
Data Plot and Equation
1.45
Caution - Use Carefully - Small Sample Size
2~~'~~----------------------~--------------~-------------.
::1' 200
HKli
lao
l'
1701'
160 -\ '
150
~
....
,""­
:: ~, ::1, -'.
- .. ,. '.
120 ~ ,
90
l'
-,. - - -,_
..
.. '.
­
.. ­
~
x'
so ,'"­
: l-'~-,--~~,--,----r-----r--..---,- ~-,--~_,__~-.'-''~-~__;-r-_1
30
40
50
70
BO
100
110
120
130
140
x = 1000 Sq. Feet Gross Roar Area
X
-­ -­ -
Actual Data Points
~
Average Rate
Fitted Curve Equation: Not given
Trip Generation, 7th Edition
882
Institute of Transportation Engineers
Recreational Community Center
(495)
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday.
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
----------
Number of Studies: 3
Average 1000 Sq. Feet GFA: 65
Directional Distribution: 29% entering. 71% exiting
..----~~
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate
L -_ _ _ _ _ _~1~.64~
Range of Rates
Standard Deviation
--------------~~----------------------~
________________
1~.3~8~__~2~.7~8~_______________1~.35~________~
Data Plot and Equation
Csutlon - Use Carefully - Small Sample Size
300 .
200
'T
I
.........
":~-
/
",
.
x:
x
I
o
-+-------r.-r~_r~.~.~""'''''''''----'''---'--'-~--'---r-~,(~--r-~·~~~
10
20
30
50
60
70
80
90
100
110
120
130
140
x = 1000 Sq. Feet Gross Floor Area
X
Actual Data Pol"",
-----~
Average Rate
FItted Curve Equation: Not given
Trip Generation, 7th
Ed~ion
883
Institute of Transportation Engineers