2012 DATA COLLECTION PROJECT - ITE Western District Final Report 2012.pdfThe Oregon State University student chapter of the Institute of Transportation Engineers (OSU ITE) recently

2012 DATA COLLECTION PROJECT

ITE WESTERN DISTRICT

Project Completed By:

Oregon State University

OSU ITE

220 Owen Hall

Corvallis, OR 97331

Project Manager: Lacy Brown (OSU ITE)

Faculty Advisor: Karen Dixon (OSU ITE)

Professional Mentor: Kelly Sandow (JRH Engineering- Eugene, Oregon)

Submitted: May 18, 2012

Oregon State University ITE May 2012

The Oregon State University student chapter of the Institute of Transportation Engineers (OSU ITE) recently collected trip and parking generation data at three elementary schools (LU 520) in Corvallis, Oregon. OSU ITE manually collected turning movement counts and parking utilization counts from 7AM to 7PM on typical weekdays. Adjacent street traffic volumes were also collected using automatic tube counters during the same 12-hour periods. Table 1 presents the site characteristics for each of the three schools and graphical depictions are included in the Appendix.

Trip Generation OSU ITE used JAMAR count boards to count vehicular turning movements, pedestrian and bicycle trips, and by-pass trips. By-pass trips are defined as vehicles that could have turned into and out of the school parking lots but instead dropped-off and picked-up students on the adjacent streets. Two of the three schools provided bus pick-up and drop-off in designated areas on adjacent streets instead of on-site, and thus busses were not included in the driveway traffic volume counts. Final trip generation numbers and associated ITE estimates are presented in Table 2. Nearly all vehicular trips are higher than those estimated using the ITE rates and equations. However, when looking at the data points graphically, as shown in the Appendix, the collected data falls well within the range of data points currently included in the manual. We are confident that these three sites do not exhibit exceptionally unique characteristics.

Parking Generation OSU ITE recorded parking usage in 15-minute intervals and calculated hourly parking demand using the highest recorded parking usage of the four 15-minute intervals. Parking generation data is presented numerically in Table 3 and graphically in the Appendix.

OSU ITE noted that several vehicles parked in no-parking zones, bus waiting areas, or along the curb line, often when empty parking spaces were available. Therefore, during certain hours the total number of parked vehicles is not identical to the number of filled parking spaces. (Note: Bicycle parking data could not be collected as bicycle parking was located within the fenced playground area and was not accessible or visible to OSU ITE members.)

Adjacent Street Traffic Automatic tube counters were used to collect adjacent street traffic during the same 12-hour periods of trip and parking data collection. The street from which traffic entered the parking lot was designated the adjacent street. To estimate the Average Daily Traffic volumes (ADT) shown in Table 1, OSU ITE assumed that morning and afternoon peak hours represented 8% and 10% of the daily traffic volume, respectively (based on local traffic patterns).

Summary Observed vehicle volumes were higher than those estimated using ITE Trip Generation rates, while observed parking usage was significantly lower than estimates based on ITE Parking Generation rates. The higher driveway volumes could be attributed to rainy weather resulting in fewer bicycle and pedestrian trips and more vehicle trips. The lower parking demand volumes are likely attributed to the limited parking capacity currently available, resulting in more curbside by-pass trips, pedestrian, and bicycle trips.


SUMMARY TABLES

Table 1. Elementary School Site Characteristics

Site Name Site Size (acres)

Building Size (gsf)

Enrolled Students

Staff (FTE)

Parking Spaces

Adjacent Street ADT

Garfield Elementary 7.3 50,800 336 39.8 28 2,300 Jefferson Elementary 8.5 49,550 305 39.1 30 1,100 Wilson Elementary 9.3 53,100 346 37.9 92 5,000

Table 2. Trip Generation Data & Comparisons

Time Period

Peak Hour

Vehicles In

Vehicles Out

Total Vehicles

Bikes & Peds Busses By-

Pass Total Trips

% Bike/Ped

Garfield Elementary - Actual Counts (ITE Estimates)1 Weekday - 219 (217) 222 (217) 441 (433) 176 0 59 676 26.0% AM Peak 7:30-8:30 116 (62) 100 (51) 216 (113) 82 0 30 328 25.0% PM Peak 2:15-3:15 35 (38) 41 (47) 76 (85) 62 0 20 158 39.2%

Jefferson Elementary - Actual Counts (ITE Estimates)1 Weekday - 282 (197) 269 (197) 551 (393) 213 0 89 853 25.0% AM Peak 7:30-8:30 118 (56) 102 (46) 220 (101) 74 0 31 325 22.8% PM Peak 2:15-3:15 48 (34) 52 (42) 100 (76) 91 0 21 212 42.9%

Wilson Elementary - Actual Counts (ITE Estimates)1 Weekday - 446 (223) 424 (223) 870 (446) 95 32 20 1017 9.3% AM Peak 7:30-8:30 191 (64) 163 (53) 354 (117) 39 9 6 408 9.6% PM Peak 2:30-3:30 88 (39) 105 (48) 193 (88) 26 6 14 239 10.9%

1Note: ITE Estimates calculated using rates and equations based on number of students.

Table 3. Parking Generation Data & Comparisons

Site Name Peak Period Filled Spots

Empty Spots

Parked Vehicles

ITE Estimate

Garfield Elementary 9:00-10:00AM 26 2 30 94 Jefferson Elementary 2:00-3:00PM 29 1 33 85 Wilson Elementary 2:00-3:00PM 82 10 82 97


APPENDIX A

School Site Layouts

NW

Dix

on S

tree

t

NW Garfield Avenue

Garfield Elementary School

N

NW

27th

Str

eet

NW Circle Boulevard

Jefferson Elementary School

N

Satin

woo

d Av

enue

Walnut Boulevard

Wilson Elementary School N

Garfield Elementary School N

Jefferson Elementary School N

Wilson Elementary School N


APPENDIX B

Trip Generation Data

itFl nstitute of Transportation Engineers

Trip Generation Data Form (Part 1)

Z. Definitions for several independent variables can be found in the nip Generation, Second Edition, Use/'s Guide Glossary.

ol ITE Land Use Code: WA-{}Source:

'ffiffi ""o # M| iffi'f,idi;i#tY

r'r-rn'.oroeueropment: p14y4\'2-l J Ek*ntniqni ac,h-oe+ Davof theWeek: 'TTru q-

city: f 67{sl11a st.awrovince:Ul)P ziplpostat coae: ar744O Day 2) Month: f{'JO. Year: 7t612countF\A-gk MetropolitanArea, C,<V V a-!l)S a

1, For fast-food land use, please speciq/ if hamburger'or nonhamburger-based.

Location Within Area:

I (1)cBDu12; Uroan (Non-cBD)

! (3) Suburban (Non-CBD)

n (4) Suburban CBD

tr (5) Rural

n (6) Freeway lnterchange Area (Rural)

lndependent Variable: (include data for as nany as

(1)Employees (#)' FTV(2) Persons (fl * 4t r,Jr,rruta

_ (3) Total Units (#) (indicate unit: ) tr

_ (4) Occupied Units (#) (indicate unit: ) tr

29 pl Parking spaces (% occupied:

_ (10) Beds (% occupied:

---J

_ (11) Seats (#)

_ (12) Servicing Positionsl'/ehicle Fueling

Positions

_ (13) Shopping Center % Outparcels/pads

_ (14) A.M. Peak Hour Volume of Adjacent Street Traffic !_ (1 5) PM. Peak Hour Volume of Adjacent Street Traffic U

_ (16) Other

_ (17) Other

EqdA (5) Gross Floor Area (gross sq. ft.)

(% of development occupied too'/. I

_ (6) Net RentableArea (sq. ft.)

_ (7) Gross Leasable Area (sq. ft.)

!D

trtr

trtr

!trtr

(o/o of development occupied

_ (8) Total Acres (% developed:

-)

D

Detailed Description of Development:3 h

.2lrtr ii.fi4(ftT*LV-$) tn iirU'd/Y\-Anlo,- (f"P'fl5biOobF\r. t e", 'pv,'a.9ere^Q. \2i v4 i-ar44\o^.-a *t. Eru,c. Jny-4f' or^ otAaut\FA\\-zL+C,^1. vdrj&Av*.wat4.

Other Data:

Vehicle Occupancy (#):

_AM._ P.M.

Percent by Transit:

_ A,M.% _P.M.o/oPercent by Carpool/VanPool:

Employees by Shift:

First Shiftl

24-hour %

24-hour o/o

24-hour ok

Employees (#)_

tr (1) Transit Service

tr (2) Carpool Programs

! (3) Vanpool Programs

D (4) Bicycle/Pedestrian

Facilities and Site

lmprovements

u (5) Employer Support Measures

! (6) Preferential HOVTreatments

I (7) Transit and Ridesharing lncentives

! (8) Parking Supply and Pricing

Management

Transpoftation Denand Management (TDM) lnformation:

At the time of this study, was there a TDM program (that may have impacted the trip generation characteristics of this site) underway?

vttruo

I Yes (lf yes, please check appropriate box/boxes, describe the nature of the TDM program(s) and provide a source for any studies that

may help quantiry this impact. Attach additional sheets if necessary)

Start EndTime _ Time

-

n (9) Tolls and Congestion Pricing

D (10) Variable Work Hours/Compressed Work Weeks

! (11)Telecommuting

! (12) OtherSecond Shift

Start EndTime _ Time _ Employees (#)_

Third Shift:Start EndTime Time Employees (#)-

Parking Cost on Site: Daily _Please Complete Form on Other Side

lbE t nstitute of Transportation Eng i neers

Trip Generation Data Form (Part 2)(All = All Vehicles Counted, lncluding Trucks; Trucks = Heavy Duty lrucks and Buses)Summary of Driveway Volumes

OOheck if Part 3, 4 andlor additional information ls attached.

Survey conducted by: Name:

Organization:

Address:

City/State/Zip:

l.Highest hourly volume between 7 a,m. and 9 a.m, (4 p.m. and 6 p.mJ. Please speclfy the peak hour,z Highest hourly volume during the a.m, or p,m. period. Please specify the peak hour,3 Highest hourly volume during the entire day. Please speclfy the peak hour.Please refer to lhe Trip Generation User's Guide lor full definltion of terms.

Hourly Driveway Volumes- Average Weekday (trlhF)

A.M. Period Enter Exil Tolel Mid-Day Pedocl Fnlet Fvil ToIal P.M. Period Fnlar Exit

AI' Trucks Ail Trucks AII Trucks AII Ttucks AII Trucks AII Truckt AII Trucks Ail frucks iL I r,q*5:00-7:00 1:00-12:00 o 3:00-4:00 2e3:1 5-7:1 5 1115-12i15 + 3:1 5-4:1 5 to 2?,5:30-7:30 11:3G12:30 3:3G4:30

5"4b-t:45 1 :4C-12:45 z 3:45-4:45 o 17:00-8:00 I olo +r l0-? 12:00-1:00 a ?_ t 4:00-5:00 a t2_7:1 5-8:1 5 1 Z:1 C-1:1 o 4:1 5-5:1 5 r7.l--7:30-8:30 lla lon zlU I Z:JU-t:JU 5 a 4:JI.F5:JU 5 3/:45-U:45 6r & l9r3 12'.45-1i45 E !T lo 4:45-5.45 <8:00-9:00 loh loQ tzn I:UU-z:OU C 5:00-6:00 15 o

Please return fo: lnstitute ofTransportation EngineersTechnical Projects Division1627 Eye Street, NW Suite600

\Ahshington, DC 20006 USA

TelePhone: +1 202-785-0060

Fax: +1 202-785-0609

ITE on the VlFb: www.ite.org

Telephone #:

'ilC- lnstitute of Transportation Engineers

Trip Generation Data FormName/Organization:Telephone Numher:

Mt 'fiV

Detailed Dfiveway Volumes: Aftach Ittrs sheef lo Parts 1 and 2 if you are providing additional information.

Day of the week: (AIl = AII Vehicles Counted, lncluding Trucks; Trucks = Heavy Duty Trucks and Buses)

(Part 3)city/siate: tsYl dLLbs, 6L

A.M- Period Enter Exit Total P.M. Period Enter Exit Total

AII Trucks AII Trucks AII Trucks AII Trucks AII Trucks AII12:0U12:15 12:00,12'.15 -4,-12:1*12:30 12:1112:30 a- €-12:3t+.12:45 123U12:45 .D'-12:4*1:ffi 12:4U1:OO 3t1:00-1:15 1:0G1:15 z1:15-1:30 1:15-1:3O e1:30-1:45 1:3G1:45 + 21'.452'.00 1:412'.4) 7 +-2.00-2:15 2:OG2:15 + .E2:15-2:30 2:1*230 t2:3U2.45 2:3V?:45 l4 42'.4U3.Ut) 2:4S3.00 l< ,,18 433:00-3:15 3:0G3:15 ?3:15-3:30 3:153:30 z3:3G3:45 3:3G3:45 et3:45-4:00 3:4$4:LU I 14:N4j5 4:0G4:15 1> z4:1M30 4:1$4:30 4-4:304:45 4:JL4:45 a 44:4S5:00 4:4$5:00 L 2-5:00-5:15 5:0G.5:15 +5:1$5:30 5:1!5:30 25:30-5:45 5:30-5:45 35:45-6:00 5:416:00 46.0G6:15 tt:0G6:15 I 2_6:1F6:30 6:1S6:30 E d ?6:30-6:45 6:3G6:45 --D-6:4S7:00 6:4F7:00 -'f} 1>7.00-7:15 2 A- z /.ov l:157:15-7:30 /:t>t:3u7:30-7:45 t? 7:3U7:457:4S8:00 2 71 64 /:4$6'.4)8:0G8:15 1 'b.l 8:0G8:158:1&8:30 1a 7-1 6\ 8:158:308:3G8:45 lo 5 E:3G8:45

8:4$9:00 ? 4- a 8.4s'9:009:00-9:15 2_ 9:0G9:159:1S9:30 4 .e- 4 9:1'9:309:3G9:45 -l 9:3G9.459.4$10:00 7 la 9:4F10:0010.0G10:15 z 7 10:00-10:15

10:1S10:30 4- -6- 10:15-10:30

10:3G10:45 \ 2 10:30-10:45

10:4S11:00 + a 10:4S11:0011:0G11:15 5 1 1:0G11:15

11:1S11:30 a- t 11:1S11:3011:3U11:45 2 11:3G11:4511.4r12:OO + + + 11:4+12:OO

Summary of Bicycle Volumes

StreetTrafflc (7 -9) abolime (ex.j 7:15 - 8:15)'. | . I

Street Traffic (4 - 6)

rime: 5r5- \4 i5

Time: 2t5' 9t5

iliFtnstitute of Transportation Engineers


I Hjef est hourly volume between_ 7 a.m. and 9 a,m. (4 p,m, and 6 p,m.) as defined in Trip Generation Data Form (Part 2), please specify the peak hour,a Highest hourly volume during the a.m. or p.m. period. please specify the peak hour.a Highest hourly volume duringtheentire {ay, Please specify the peak houi. Please attach supplemental hourly volumes,Please reler to lhe Trip Generation User's Guide for full delinition of terms.

of Pedestrian Volumes

Survey conducted byi Name:

Organization:

Address:

City/State/Zip:

Please rctum foi lnstitute of Transportation EngineersTechnical Projects Division1627 Eye Street, NW, Suite 600

Washington, DC 20006 USA

Telephone: +1 202-78S-0060

: %t*- Fax: +1 202-785-0609

Street Traffic (7 - 9) -ar.Time (ex.r 7:15 - 8:15): I -PM, Peak HourSkeet Traffic (4 - 6)

rime: 515- (1t6A.M. Peak Hour

Time: 'l 70- R'e

Time: -Au-

Time (Weekend):

Telephone #

ITE on the Web: www.ite.org

iliFl nstitute of Transportation Engineers


2' Definitions for sevoral independent variables can be found in the Trip Generation, Second Edition, Use/,s Gulde Glossary.

ITE Land Use Code: 5?D

Country: WgL1, For fast-food land use, please speciry if hamburger- or nonhamburger-based.


D (1)CBDA6z; Uroan (Non-CBD)

! (3) Suburban (Non-CBD)! (4) Suburban CBD

tr (5) Ruraltr (6) Freeway lnterchange Area (Rural)

Independent Variable: (include data for as many as posslb/d, Actual

30 pl Parking Spaces (% occupied: _JggA_ (10) Beds (% occupied: )

_ (11) Seats (#)

_ (12) Servicing Positionsn/ehicle Fueling

Positions

_ (13) Shopping Center % Outparcels/pads

-

(6) Net Rentable Area (sq. ft.) tr ! _ (14) A.M. Peak Hour Volume of Adjacent Street Traffic !

-(7)

GrossLeasableArea(sq.ft.) D ! _ (15) PM.peakHourvotumeofAdjacentstreetTraffic !(% of development occupied

_ (8) TotalAcres (% developed: n

.fl:l ttl Emptoyees $) (?IE) {6OS<zl Persons (#)-f,f6/rjryf,3 {

_ (3) Total Units (#) (indicate unit: ) n_ (4) Occupied Units (#) (indicate unit:_) tr

$rfusl Gross FloorArea (gross sq. ft.) D

(% ofdevelopment occupied IOO'/. r

n!!

ntr

I!!

Detailed Description of Development:3

.nU.+r','tn-+w9\ 5chlc-Q(r-+) tn tQa^-,Lp-+'l tyr tMtat-,o,r-a; Cf"f. ?cgrooo)Viut- A,W -uftL, VilL y^ua 6Aa+1. Br^s *wy-+

Other Data:


Transpoftation Demand Management (TDM) lnfornation:

At the time of this study, was there a TDM program (that may have impacted the trip generation characteristics of this site) underuay?flruo! Yes (lf yes, please check appropriate box/boxes, describe the nature of the TDM program(s) and provide a source for any studies that

may help quantiry this impact. Attach additional sheets if necessary)

Percent by Transit:A.M. o/n

A.M PM. 24-now%

24-hour o/o

24-hour o/o

PM. %

Percent by CarpoolA/anpool:A.M. % PM. %

Employees by Shift:

First Shift:StartTime

EndTime _ Employees (#) _

n (1) Transit Service

D (2) Carpool Programs

tr (3) Vanpool Programs

U (4) Bicycle/Pedestrian

Facilities and Site

lmprovementg

n (5) Employer Support Measures

I (6) Preferential HOV Treatments

! (7) Transit and Ridesharing lncentives

! (8) Parking Supply and Pricing

Management

U (9) Tolls and Congestion Pricing

! (10) Variable Work Hours/Compressed Work Weeks

! (11) Telecommuting

D (12) OtherSecond Shift:StartTime

EndTime Emolovees (#)

Third Shift:StartTime

EndTime Emolovees {#}

Parking Cost on Site: Daily _

Please Complete Form on Other Side

Summary of Driveway Volumes

itiFtnstitute of Transportation Engineers

Trip Generation Data Form (Part 2)(All = All vehicles counted, lncluding Trucks; Trucks = Heavy Duty Trucks and Buses)

Street Traffic (7 - 9)Time 1ex.; 7:15 - 8:15)l

PM. Peak Hour ofAdjacent'Skeet Traffic (4 - 6)

Hour Generator.

time: L\15.0,.\q

' Highest hourly volume between 7 a,m. and 9 a.m. (4 p.m. and 6 p.m), Please specify the peak hour,2 Highest hourly volume during the a.m. or p.m. period, please specify the peak hour.a Highest hourly volume during the entire day, please specify the peak hour,Please refer to lhe Trip Generation Userb Guide for full definition of terms.

Hourly Driveway Volumes- Average Weekday (M-F)

A.M. Period Fnler Exit Totel Mid-Day Period Enter Exit Total P.M. Period Fnter FYilAll frucks AII Trucks Ail Trucks AII Trucks AII Trucks Ail Truckt AII Trucks Ail Trupks

i:00-7:00 11 :00-1 2:00 2)c 24- 5D 3:00-4:00 tv Zrti:1 5'7:1 5 11115-12:15 ?t_ 2A 3:1 5-4:1 5 IL T5l:30-7:30 11 :30-1 2:30 2) 44 3:30-4:30 Itti:45-7:45 11'.45-12:45 LI tU 11 3:45-4:45 tb7:00-8:00 E1 ?t I 2:00-1 :00 LU Ir z1 4:00-5:00 q7:1 5-8:1 5 t) ?A< 1215-1:15 to

"-l4:1 5-5:1 5 1 -+-t--alol I

:JU-U:JU 'lb2- ?,1A 12:30-1 :30 lo lo D 4:30-5:30 Ir:45-8:45 lor- loo an2 12:45-1:45 4 lr t 4:4b-5:45 a l5

8:00-9:00 6Z qr l,l. 1:00-2:00 lo t- 5:00-6:00 ''I lrt

Survey conducted by Name: Please retum to: lnstitute of Transportation EngineersTechnical Projects Division1627 Eye Street, NW Sulte 600

\ hshington, DC 20006 USA

Telephone: +1 202-785-0060

Fax: +1 202-785-0609

ITE on the Web: www.ite.org

Telephone e-natr: 0bt*tR-togr€'Fr9ru- rur.sr4f,.-eal,_-

'lU- lnstitute of Transportation Engineers

Trip Generation Data Form (Part 3)City/State:Namelorganization: QFt - ITP*|

Telephone Number:

Detaild Driveway Volumes: Attach this sieet {o Parfs 1 and 2 if Wu arc providing additional infomation.

Day of the wed<: W/YJi' t%\t^r'f 6tr = Art vehicres counted, rnctuding Trucks; Trucks = H@vy Duty Tructiland BusesJ

-

A.M. Pertod Entet Exit Total P.M. Period Enter Exit fohlAII Trucks AII Trucks AII Trucks AII Trucks AII Trucks Ail Trucks

12'nU1215 12'.AJ-12'.15 lt lz-12:,1*12.30 12:1112:30 z z12'-3G12:.45 12:*12'.45 512:45-1:ffi 12:4*1:OO ts I'l:0G1:15 1:0O1:15 q1:'lS1:30 l:1F1:30 z1:3G1:45 1:3G1:45 z1:4$2:00 1:4F2:00 z2:.C02:.15 2:OV2'.15 +-2'.1*2:30 2:1*230 It 4 t+2:3U2.45 2:3G2'.45 t4 5-2:45-3:00 2:4S3:00 tq Ar13:0G3:15 3:0G3:15 43:1$3:30 3:1'3::Ju Z3:3G3:45 J:JI}J:453:4$4.00 3:4F4:00

4:00-4.15 4:UL4:15 2,4:1*4'.30 4:1$4:30 q4:3V4:45 4:3V4.45 It4:4S5:00 4:4S5:00 z 55:0S5:15 c:ur'F.c:1b z5:1$5:30 5:1$5:30 l0 55:30-5:45 5:3G5:45 -b 2_5:4$6:00 5:456:00 {t- b-5:0G6:15 6:0tI6:156:156:30 6:1$6:30 .E6:30-6:45 6.3G6:45 J>- -+-6:4$7:00 6:4t7:00 e7:tul*-7.15 + -D- + 7:0U7:15

7'.1*7:30 to- t4 /:15-/:JU7:3G7:45 t) c Zq 7:3G7:45

7:4S8:00 r2- 7-4 7:45E:00

8:0G8:15

8:'1S8:30

tot t?A 8:0G8:15

?h ?9 6:1F6:30

8:3G8:45 8:30-8:215

8:4$9:00 5 8:4$9:009.0G9:15 +- 9:0G9:15

9:1$9:30 ?_ ZU 9:159:309:3G9:45 7 z- = 9:3O9:45

9:45- 10:00 a- 9:4$10:00

10:0G10:15 ? + 10:0G10:15

10:1S10:30 -* ?_ 1U:1F10:30

10:3G10:45 7- 3 10:3G10:45

10:4S11:00 6 z n lU:45.11:0O

11:0G11:15 e tn 11:0G11:15

11:1911:30 :5 5 c 11:1',11:30

I1EI1A' ) 5 + q 1:3G11:45

l:4A12:OO h t l+ 11:4$12:ffi

itF I nstitute of Transportation Engineers


l tqshest hourly volume between 7 a.m. and 9 a.m. (4 p.m. and 6 p.m.) as delined in Trip Generatlon Data Form (Part 2). Please specity the peak hour.z Highest hourly volume during the a.m. or p.m. perlod. Please specify the peak hour,a Highest hourly volume during the entire day. Please specify the peak hour, Please attach supplemental hourly volumes.Please refer to the Inp Generation User's Guide for full detinition of terms.


Suruey conductedby. Name:

Address: t?-OCity/State/Zip:

Please retum foj lnstitute ofTransportation EngineersTechnical Projects Division1627 Eye Street, NW Suite 600

Vl/ashington, DC 20006 USA

Telephone: +1 202-785-0060

Fax +1 202-785-0609

ITE on the V\bb: www.ite.org

Sheet Trafiic (7 - 9)

Time (ex.: 7:15 - 8:15).

Hour ofAdjacent'Street Traffic (4 - 6)

nme:4,F-ErF

it'j',Jli?J1; l),,v-q

Street Traffic (4 - 6)

nme: t.&-5.#nne,l'.Tn- 8'.7o

nne: ?\19'r'-\5

Telephone #: zlAu-:

it?Et nstitute of Transpo rtation En g ineers


2' Definitions for several independent varlables can be found in the f/ip Generalrbn, Second Edltion, Userb Gulde Glossary,

ITE Land Use Code: 674J

1. For fast-food land use, please specify if hamburger- or nonhamburger-based.


! (1)CBD! (2) Urban (Non-CBD)

tr (3) Suburban (Non-CBD)

n (4) Suburban CBD! (5) Rural

! (6) Freeway lnterchangeArea (Rural)D {7) Not Given 4/fl,'t*)

Independent Vaiable: (include data for as many as possib/e),

Tl9,OEmptoyeest*t - PTE?411 el Persons (#)-5tr^dLruk€_ (3) Total Units (#) (indicate unit: )

_ (4) Occupied Units (#) (indicate unit: )

2il-$5) Gross FloorArea (gross sq. ft.)

(% of development occupied )

4L tsl Parking Spaces (% occupied: 40'/,1Cpf x, ED,coD) .6ittt-APe f",*^at^* afior.g\U't fit'e4 o-rn-u<zit .

gwg A.ny- opf on-co\+L.

tr!!Dp/

Actual-7{!nD

Estimated Actual Estimated

!tr!tr

trtr

trnn

_ (10) Beds (% occupied: _)_ (11) Seats (#)

_ (12) Servicing Positionvvehicle Fueling

Positions

_ (13) Shopping Center % Oulparcelvpads !

_ (16) Other

_ (17) Other

V.!!n

-

(6) NetRentableArea(sq.ft.) ! ! _ (14)A.M.PeakHourVolumeofAdjacentStreetTraffic u_ (7) Gross Leasable Area (sq. ft.)

(% of development occupied )

_ (8) Total Acres (% developed:

_ (15) PM. Peak Hour Volume of Adjacent Street Traffic D

D

tr

Detailed Description of Development:3 nIlanudtlnl b*\po9

Other Data:


Percent by Transit:

Z4-hour o/o

24-hour o/o

24-hour o/o

Employees (#)_

A,M. % PM- %

Transpoft ation Demand Management (TDM) I nforn ation:

At the time of this study, was there a TDM program (that may have impacted the trip generation characteristics of this site) underway?

X*oI Yes (lf yes, please check appropriate box/boxes, describe the nature of the TDM program(s) and provide a source for any studies thatmay help quantify this impact. Attach additional sheets if necessary)Percent by Carpoolly'anpool:

A.M. % PM, %

Employees by Shift:

First Shift:StartTime

EndTime

EndTime

StartTime

EndTime _

tr (1) Transit Service

tr (2) Carpool Programs

D (3) Vanpool Programs

tr (4) Bicycle/Pedestrian

Facilities and Site

lmprovements

D (5) Employer Support Measures

tr (6) Preferential HOV Treatments

n (7) Transit and Ridesharing lncentives

D (8) Parking Supply and Pricing

Management

tr (9) Tolls and Congestion Pricing

il (10) Variable Work Hours/Compressed Work Weeks

U (11) Telecommuting

tr (12) OtherSecond Shift: Employees (#)_

Third Shift:StartTime Employees (#)_

Parking Cost on Site: Hourly _ Daily _

Please Gomplete Form on Other Side

iFtnstitute of Transportation Engineers

Trip Generation Data Form (Part 2)(All = All Vehicles Counted, lncluding Trucks; Trucks = Heavy Duty Trucks and Buses)S u m mary of Driveway Vol u mes

trCheck if Part 3, 4 andlor additional information ls attached.

Suruey conducted by. Name:

Organization:

Address:

City/State/Zip:

t.Highest hourly volume between 7 a.m. and 9 a.m. (4 p.m. and 6 p.mJ. Please specify the peak hour.2. Highest hourly volume during the a.m. or p.m, period, Please specify the peak hour.a Highest hourly volume during the entire day. Please specity the peak hour.Please refer to lhe Trip Generation User's Guide lor full definition of terms,

Hourly Driveway Volumes- Average Weekday (Fhfl

A.M, Period Enter FYit Total Mi&Day Peilod Enler Exil Tolal P.M. Petiod

AII I Trucks

FYil IOTAI

Ail Trucks AII Trucks Ail frucks Ail Trucks AII Trucks AII Truckt Ail Trucks All I Trucks6:00-7:00 11 :U{J-12:0t) z -Jtb .>- 1L -z C-, -+ .l+ €-3:1 5-7:1 5 1'l:15-12:15 ?c, :F I 50 +t1 -.L- la4 .e-i:30-7:30 11:30-12:.30 ?s E tq t 44- I A +- lan €-l:4F7:45 11145-12145 ->- ?.O b- z6 .€F 44. 4q z:00-6:00 al4 &- ryt 1'> 16'r- + 1 2:00-1:00 + .*- t-t c>- ?- lt0 2t 3:1 5-E:1 5 ,el.o Z +Z +- 2 '12i15-1115 € .E- lrt D- t6 -.b t2 ?) I:30-6:3t) lar t0h ? '12:30-1:30 4 -* U g' el e ta -f> ?to €-

7:45-8:45 110& 3.& L6 q 12:45-1145 '2 F l/) 6 n -b-- e-8:00-9:00 l,la + t2,t Z 1:00-2:00 It e l9 D- l2- €- +

Piease return fo: lnstitute ofTransportation EngineersTechnical Projects Division1627 Eye Street, NW Suite 600

V1/ashington, DC 20006 USA

Telephone: +1 202-785-0060

Fax: +1 202-785-0609

ITE on the Web: wwwite.org

Telephone #: Svb?-Q*u--

lW lnstitute of Transportation Engineers

Trip G.eneration Data Form (Part 3)Name/Organization:Telephone Number:

o7vL- tT?

Detaild Driveway Volumes: Aftach fhrb sheel to Parls I and 2 if you are prcviding additional information.

c ity/state : Lsv't al-La>, a z

Day of the week: TWE$%' fAtl = Ail vehicles counted, Including Trucks; Trucks = Heavy Duty Trucks and BusesJ

A.M. Peiod Enter Exit Total P.M. Peiod Enter Exit Total

AII Ttucks Ail Trucks Ail Trucks Ail Trucfts AII Trucks

IZ@Inr 12:W12:15 L 8- e121*12'30 12'.1U12:30 7 !<123U12:45 12'.3G12:45 7- +12:.4L1:AO 12:4$1:00 +1:00-1:15

1:'1S1:30

l:0G1:15 ,e1:1$1:30 o

1:3G1:45 l:3G.1:45 ?, +1:4$2:00 l4S2:40 Z l2:@-2:15 2:0G2:15 z +2:1*2:30 t.'t>z'.Jt) + -e h ft2:3s2:45 2:3V2:45 5 1 -t-2:4$3:00 2:453:00 z-l 4- q. '33:0G3:15 3:0G3:15 6 -# lo e t53:15-3:30 3:1$3:30 4 5 q

^>3:3G3:45 3:3G3:45 lz l>- 1 +3:4$4:00 3:4S4:00 6 lal zrl4:0G4:15 4:0M:15 D 2_ A4:15-4:30 4:1+4:T 2_ .a- +4.30-4:45 4:3M:45 #- ? E-4:4$5:00 4:4t5:00 2_5:0G5:15 5:U$5:15 4 +5:1$5:30 5:1t5:30 It 55:30-5:45 5:3G5:45 I 75:45-6:00 5:45-6:00 10 ll6:0G6:15 6:0S6:15 a v lo6:1$6:30 6:1F6:30 -*6:3G6:45 6:30-6:45 2_5:45-7:00 6:45 /:00 4 7_7:Cru-'7:.15 a ?- I q v t:tart'.157:1$7:30 a 2 €- o 7:1*7:307'.30-7.45 lt0 ED l'.3V7:457:4$8:00 ryt A'r 7:4$8:00

8:00-8:15 AU L lL 8:0G8:15

8:1$8:30 + ztL + t -b- 8:1S8:30

8:30-8:45 z e, 2- t5 4- 8:3G8:45

8:4$9:00 -1e- 6 * lq -€P 8.4$9:009:00-9:15 +- 2- 2- 9:0G9:15

9:1$9:30 -b- 2_ + --+ 9:1S9:30

9:3G9:45 7, * -> a JAF- 9:3G9:45

9:4$10:00 b o- -cL- f)- 9:4$10:0010:0G10:15 o # * -* I 0:00-1 0:1 5

10:1910:30 -.< tu a _e -l D 10:1$10:30',l0:3G'10:45 L D a -L- d -U 10:3&'10:45

10:4$11:00 7 + + + * 10:4+'11:00

11:0G11:15 l.r .o 2_ ol # ?.8 ?- 11:UG 15

11:'1$11:30 ?_ J>r 3 11:1,11:3tu-.'11:45 q -+ z I I 2- 11:3G 1:45

11:4*12:@ lz + Io -€r ?-Z v '11:4r12:OO

Summary of Bicycle Volumes

Street Trafiic (7 - 9)

Time (ex.: 715 - 8:15):

Suuloo

Time: 7,j6- 9Hour Generator.

Time (Weekend):

itF tnstitute of Transportation Engineers


l'ltlSltes! hourly volume between 7 a.m. and 9 a.m. (4 p.m. and 6 p.m.) as deflned ln Trip Generation Data Form (Part 2). Please specify the peak hour.2' Highest hourly volume during the a.m, or p,m. period. Ptease specify the peak hour,a Highest hourly volume during the entire day, Please specify the peak hour, Please attach supplemental hourly votumes,Please refer to lhe Trtp Generation Userb Guide for full definitlon of terms.


Suruey conductedby: Name: Please rctum to:

Organization:

Address:

City/State/Zip:

lnstitute of Transportation EngineersTechnical Projects Division1627 Eye Street, NW Suite 600

Vlhshington, DC 20006 USA

Telephone: +1 202-785-0060

Fax +1 202-785-0609

ITE on the Vlieb: www.ite.org

Telephone #: .1*rr

Elementary School(520)

Average Vehicle Trip Ends vs: StudentsOn a: Weekday

Number of Studies: 33Average Number of Students: 620

Directional Distribution: 50% entering, 50% exiting

Trip Generation per StudentAverage Rate Range of Rates Standard Deviation

.45 - 2.451.29 0.45 - 2.45 1.26

Data Plot and Equation

3,000

0 100 200 300 400 500 600 700 800 900 1000 1100

X = Number of Students

X Aaual Data Points Average Rate

Fitted Gurve Equation: Not given p2 - r*rr

.n

E 2,oooulo-F(l)

E!o

oo,(U

o

ll l.oooF

,X

X

Tip Generatioa 8th Edition 934 lnstitute of Transportation Engineers


Average Vehicle Trip Ends vs: StudentsOn a: Weekday,

A.M. Peak Hour


Directional Distribution: 55% entering, 45"/o exiting

Trip Generation per StudentRate of Rates Standard Deviation

0.45 0.11 - 0.92


at,EClrja-F_9.9!o

oo,(6(D

ltF

900

800

700

600

s00

400

300

200

100

0

0 100 200 300 400 500 600 700


X Actual Data Points Fitted Curve

Fitted Curve Equation: Ln(T) = 1 .14 Ln(X) - 1 .86

900 1000 1100

Average Rale

R2 = 0.50

1200

X

wilx

-""x.""--

Tip Generation, 8th Edition 93s lnstitute of Transportation Engineers


Average Vehicle Trip Ends vs: StudentsOn a: Weekday,

P.M. Peak Hour of Generator


Directional Distribution: 457" entering, 55% exiting

Trip Generation per StudentAverage Rate Range of Rates Standard Deviation

o.28 0.09 - 0.50 0.54


0 100 200 300 400 500 600 7ao 800 900 1000 1100 12ffi


X Actual Data Points Fitted Curve Average Rate

Fitted Curve Equation: Ln(T) = 1.09 Ln(X) - 1.92 R2 = 0.54

oEctrto_'E 300Fop(D

(DO)Eo 200

ltF

v

--'-'rZ.tt :

:

i

--.---:--.--",

:

,,*:,,xv,

,Y

YX.A-1

X '.-'' -/"', :

.x-;.'.'x , : ,

i" '"-

-\'^:..tt"... .x.. .....,-i>(,......:. -.x-.'X -"'-'/ x -X

x -' ,,'.

N

Trip Generation, 8th Edition 937 lnstitute ol Transportation Engineers


Average Vehicle Trip Ends vs: EmployeesOn a: Weekday

Number of Studies: 31

Avg. Number of Employees: 50Directional Distribution: 50% entering, 50% exiting

Trip Generation per EmployeeRate Range of Rates Standard Deviation

15.71 4.47 - 26.49 6.99


X

,X

10 20 30 40 50 60 70 80 90 100 110

X = Number of Employees

X Actual Data Points Fitled Curve Average Rate

Fitted Curve Equation: T = 1 9.87(X) - 207 .gG R2 = O.71

oE 2,ooouJo-Fo)

.9o)

oo)(U

o

ll t.oooF

T ri p Generation, 8th Edition 938 lnstitute of Transporlation Engineers


Average Vehicle Trip Ends vs: EmployeesOn a: Weekday,

A.M. Peak Hour

Number of Studies: 35

Avg. Number of Employees: 50Directional Distribution: 54/" entering, 46"/o exiting

Trip Generation PgfE'nqlgyggof Rates Standard Deviation

900

800

700

IJ'

E oooLrJ

o-F(r) 5oo.9o

g 4oo(6(D

ll 3ooF

200

100

o

10 20

X Actual Data Points

Fitted Curve Equation: T = 7.91(X) - 127.63

30 40 50 60

X = Number of Employees

Fitted Curve

80 90 100

Average Rate

p2 = 0.66


T ri p G en e rati on, 8th Edition s39 lnstitute of Transportation Engineers

- Elementary School(520)

Average Vehicle Trip Ends vs: EmployeesOn a: Weekday,


Number of Studies: 32Avg. Number of Employees: 50

Directional Distribution: 441" enlering, 56% exiting

Trip Generation per EmployeeAverage Rate Range of Rates Standard Deviation

1.03 2.26


10 20 30 40 50 60 70 80 90 100 110

X Acrud Data pornrs X = Number of Employees

- Fitled Curve Average Rate

Fitted Curve Equation: T = 3.39(X) + 2.91 R2 = 0.58

oEctlJa-:E 300F-oE!o

oo)Eo 200

ilF

Tip Generation, 8th Edition 941 lnstitute ol Transportation Engineers


Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor AreaOn a: Weekday

Number of Studies: 34Average 1000 Sq. Feet GFA: 57

Directional Distribution: 50% entering, 50% exiting

Trip Generation per 1000 Sq. Feet Gross Floor Area

Average Rate of Rates Standard Deviation

7.814.69 - 30.15


3,000

0 10 20 30 40 50 60 70 80 90 100

X = 1000 Sq. Feet Gross Floor Area

X Actual Data Polnts Fitted Curve Average Rate

Fitted Curve Equation: Ln(T) = 1.06 Ln(X) + 2.37 R2 =O.62

oE 2,ooouloF-9.9-co

c)E'(u

o)

ll 1.oooF

: : I : : : : :X :

.V

i(x)a<

i

X

Tri p Ge n e ration, 8th Edition 942 lnstitute ol Transportaticin Engineers


Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor AreaOn a: Weekday,

A.M. Peak Hour


Directional Distribution: 56% entering, 44"/"exiting

Trip Generation per 1000 Sq. Feet Gross Floor Area

Average Rate Range of Rates Standard Deviation

5.20 1.33 - 11.95


oEct!o-Foct?oq)g)(d

o

IF

1,000

900

800

7@

600

500

400

300

200

100

0

X Actual Data Polnts

30 40 50 60


Fttted Curve Average Fate

R2 = 0.63Fitted Curve Equation: Ln(I) = 1.20 Ln(X) + 0.66

.:,::,:x:X

--x'--':'

Trip Generation, 8th Edition 943 lnstitute of Transportation Engineers


Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor AreaOn a: Weekday,



Directional Distribution: 44/o entering, 56% exiting

Trip Generation per 1000 Sq. Feet Gross Floor AreaAverage Rate Range of Rates Standard Deviation

3.11 0.94 - 6.06 2j7


(ttEcuJo-FoEo(I)o,go

ltF

X Actual Dala Polnts

30 40 50 60


Fitled Gurve Average Rate

R2 = 0.55Fitted Curve Equation: Ln(T) = 0.89 Ln(X) + 1.50

Trip Generation, 8th Edition 945 lnstitute ol Transportation Engineers


APPENDIX C

Parking Generation Data

Parking Demand Survey FormInstitute of Transportation Engineers(fill in all highlighted cells - * are required data)

Land Use Code* 520Name of Site Garfield Elementary SchoolBrief Description of Site

Transit* y Urban Elementary School (pop. 50,000)Area* cnd City CorvallisTMP* no State OR Country USAParking Price* $0 Daily Rate $0 Hourly Rate 0

Site Size* 7 Units* Acres Occupancy* 100%Site Size 50,800 Units GSF Occupancy 100%Site Size 336 Units Students Occupancy 100%Site Size 40 Units Staff (FTE) Occupancy 100%

Number of Parking Spaces Provided at Site 28

Highest Observed Parking Demand for the following hours of the day (hour beginning)*Date 2/21/2012Day Tuesday

12 Mid1:00 AM2:00 AM3:00 AM4:00 AM5:00 AM6:00 AM7:00 AM 168:00 AM 269:00 AM 30

10:00 AM 2811:00 AM 2712 Noon 231:00 PM 272:00 PM 283:00 PM 224:00 PM 75:00 PM 26:00 PM 17:00 PM8:00 PM9:00 PM

10:00 PM11:00 PM

Person Lacy Brown Organization Oregon State University PhoneFaxEmail [email protected] data on the web at www.ite.org Comments to: [email protected] not entered on web site, please mail to:Institute of Transportation Engineers, 1627 Eye Street, NW Suite 600; Washington, DC 20006

Form version 1.4

mailto:[email protected]


Land Use Code* 520Name of Site Jefferson Elementary SchoolBrief Description of Site




Highest Observed Parking Demand for the following hours of the day (hour beginning)*Date 2/22/2012Day Wednesday



10:00 PM11:00 PM

Person Lacy Brown Organization Oregon State University ITEPhoneFaxEmail [email protected] data on the web at www.ite.org Comments to: [email protected] not entered on web site, please mail to:Institute of Transportation Engineers, 1627 Eye Street, NW Suite 600; Washington, DC 20006

Form version 1.4



Land Use Code* 520Name of Site Wilson Elementary SchoolBrief Description of Site




Highest Observed Parking Demand for the following hours of the day (hour beginning)*Date 2/28/2012Day Tuesday



10:00 PM11:00 PM

Person Lacy Brown Organization Oregon State University ITEPhoneFaxEmail [email protected] data on the web at www.ite.org Comments to: [email protected] not entered on web site, please mail to:Institute of Transportation Engineers, 1627 Eye Street, NW Suite 600; Washington, DC 20006

Form version 1.4


-4:'l1

1

i

Land Use: 520Elementary School

Average Peak Period Parking Demand vs: StudentsOn a: Weekday

Number of Study Sites

0.28 vehicles per studentAveraqe Peak Period Parking Demq49[

0.18-0.54 vehicles per student0.36 vehicles per student0.19 vehicles oer student

Weekday Peak PeriodParking Demand

IT'ooEoEo5L.cto.ilo.

250

200

150

100

a

oa +ax.

xx50

0

0 200 400 600

x = Students

800

. Actual Data Points

lnstitute of Transportation Engineers


APPENDIX D

Adjacent Street Volume Data

Garfield Elementary SchoolNW Garfield Avenue

Time Interval Count Hour Begining AM Peak 7:30‐8:30 180

7:00 AM 2 9 110 Midday Peak 11:15‐12:1 155

7:15 AM 3 14 156 PM Peak 5:15‐6:15 230

7:30 AM 4 42 180

7:45 AM 5 45 172 ADT (PM/.10) 2300

8:00 AM 6 55 171 ADT(AM/.08) 2250 ADT 2300

8:15 AM 7 38 146

8:30 AM 8 34 135

8:45 AM 9 44 124

9:00 AM 10 30 112

9:15 AM 11 27 109

9:30 AM 12 23 107

9:45 AM 13 32 106

10:00 AM 14 27 101

10:15 AM 15 25 103

10:30 AM 16 22 118

10:45 AM 17 27 134

11:00 AM 18 29 153

11:15 AM 19 40 155

11:30 AM 20 38 141

11:45 AM 21 46 134

12:00 PM 22 31 115

12:15 PM 23 26 126

12:30 PM 24 31 133

12:45 PM 25 27 133

1:00 PM 26 42 143

1:15 PM 27 33 128

1:30 PM 28 31 126

1:45 PM 29 37 140

2:00 PM 30 27 166

2:15 PM 31 31 182

2:30 PM 32 45 188

2:45 PM 33 63 190

3:00 PM 34 43 184

3:15 PM 35 37 180

3:30 PM 36 47 187

3:45 PM 37 57 189

4:00 PM 38 39 172

4:15 PM 39 44 174

4:30 PM 40 49 193

4:45 PM 41 40 194

5:00 PM 42 41 211

5:15 PM 43 63 230

5:30 PM 44 50 213

5:45 PM 45 57 200

6:00 PM 46 60 188

6:15 PM 47 46

6:30 PM 48 37

6:45 PM 49 45

Jefferson Elementary SchoolNW 27th Street


7:00 AM 2 7 40 Midday Peak 2:30‐3:30 98

7:15 AM 3 13 66 PM Peak 4:45‐5:45 64

7:30 AM 4 20 88

7:45 AM 5 26 113 ADT (PM/.10) 640

8:00 AM 6 29 115 ADT(AM/.08) 1437.5 ADT 1100

8:15 AM 7 38 100

8:30 AM 8 22 80

8:45 AM 9 11 46

9:00 AM 10 9 31

9:15 AM 11 4 28

9:30 AM 12 7 25

9:45 AM 13 8 30

10:00 AM 14 6 32

10:15 AM 15 9 37

10:30 AM 16 9 42

10:45 AM 17 13 41

11:00 AM 18 11 47

11:15 AM 19 8 48

11:30 AM 20 15 54

11:45 AM 21 14 56

12:00 PM 22 17 55

12:15 PM 23 10 53

12:30 PM 24 14 42

12:45 PM 25 12 37

1:00 PM 26 6 31

1:15 PM 27 5 32

1:30 PM 28 8 45

1:45 PM 29 13 64

2:00 PM 30 19 79

2:15 PM 31 24 95

2:30 PM 32 23 98

2:45 PM 33 29 91

3:00 PM 34 22 80

3:15 PM 35 17 61

3:30 PM 36 12 51

3:45 PM 37 10 48

4:00 PM 38 12 51

4:15 PM 39 14 56

4:30 PM 40 15 62

4:45 PM 41 15 64

5:00 PM 42 18 62

5:15 PM 43 16 59

5:30 PM 44 13 50

5:45 PM 45 12 40

6:00 PM 46 9 35

6:15 PM 47 6

6:30 PM 48 8

6:45 PM 49 5

Wilson Elementary SchoolNW Satinwood Avenue


7:00 AM 2 47 184 Midday Peak 2:15‐3:15 453

7:15 AM 3 65 311 PM Peak 4:30‐5:30 408

7:30 AM 4 72 386

7:45 AM 5 127 434 ADT (PM/.10) 4080

8:00 AM 6 122 447 ADT(AM/.08) 5587.5 ADT 5000

8:15 AM 7 113 409

8:30 AM 8 85 363

8:45 AM 9 89 332

9:00 AM 10 76 325

9:15 AM 11 82 321

9:30 AM 12 78 328

9:45 AM 13 85 336

10:00 AM 14 83 340

10:15 AM 15 90 334

10:30 AM 16 82 325

10:45 AM 17 79 327

11:00 AM 18 74 315

11:15 AM 19 92 313

11:30 AM 20 70 344

11:45 AM 21 77 334

12:00 PM 22 105 335

12:15 PM 23 82 344

12:30 PM 24 71 325

12:45 PM 25 86 325

1:00 PM 26 86 339

1:15 PM 27 82 341

1:30 PM 28 85 355

1:45 PM 29 88 364

2:00 PM 30 100 405

2:15 PM 31 91 453

2:30 PM 32 126 444

2:45 PM 33 136 447

3:00 PM 34 91 448

3:15 PM 35 94 439

3:30 PM 36 127 447

3:45 PM 37 127 448

4:00 PM 38 99 412

4:15 PM 39 95 367

4:30 PM 40 91 408

4:45 PM 41 82 386

5:00 PM 42 140 373

5:15 PM 43 73 371

5:30 PM 44 78 291

5:45 PM 45 80 260

6:00 PM 46 60 236

6:15 PM 47 42

6:30 PM 48 54

6:45 PM 49 50

Documents

2012 DATA COLLECTION PROJECT - ITE Western District Final Report 2012.pdfThe Oregon State University student chapter of the Institute of Transportation Engineers (OSU ITE) recently