2012 data collection project - ite western district final report 2012.pdfthe oregon state university...
TRANSCRIPT
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.
Oregon State University ITE May 2012
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
Oregon State University ITE May 2012
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
Oregon State University ITE May 2012
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
Trip Generation Data Form (Part 4)
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
Trip Generation Data Form (Part 1)
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.
Location Within Area:
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:
Vehicle Occupancy (#):
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
Trip Generation Data Form (Part 4)
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.
of Pedestrian Volumes
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
Trip Generation Data Form (Part 1)
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.
Location Within Area:
! (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:
Vehicle Occupancy (#):
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
Trip Generation Data Form (Part 4)
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.
of Pedestrian Volumes
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
Elementary School(520)
Average Vehicle Trip Ends vs: StudentsOn a: Weekday,
A.M. Peak Hour
Number of Studies: 48Average Number of Students: 630
Directional Distribution: 55% entering, 45"/o exiting
Trip Generation per StudentRate of Rates Standard Deviation
0.45 0.11 - 0.92
Data Plot and Equation
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 = Number of Students
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
Elementary School(520)
Average Vehicle Trip Ends vs: StudentsOn a: Weekday,
P.M. Peak Hour of Generator
Number of Studies: 44Average Number of Students: 642
Directional Distribution: 457" entering, 55% exiting
Trip Generation per StudentAverage Rate Range of Rates Standard Deviation
o.28 0.09 - 0.50 0.54
Data Plot and Equation
0 100 200 300 400 500 600 7ao 800 900 1000 1100 12ffi
X = Number of Students
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
Elementary School(520)
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
Data Plot and Equation
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
Elementary School(520)
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
Data Plot and Equation
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,
P.M. Peak Hour of Generator
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
Data Plot and Equation
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
Elementary School(520)
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
Data Plot and Equation
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
Elementary School(520)
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor AreaOn a: Weekday,
A.M. Peak Hour
Number of Studies: 35Average 1000 Sq. Feet GFA: 58
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
Data Plot and Equation
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
X = 1000 Sq. Feet Gross Floor Area
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
Elementary School(520)
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor AreaOn a: Weekday,
P.M. Peak Hour of Generator
Number of Studies: 35Average 1000 Sq. Feet GFA: 58
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
Data Plot and Equation
(ttEcuJo-FoEo(I)o,go
ltF
X Actual Dala Polnts
30 40 50 60
X = 1000 Sq. Feet Gross Floor Area
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
Oregon State University ITE May 2012
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
Parking Demand Survey FormInstitute of Transportation Engineers(fill in all highlighted cells - * are required data)
Land Use Code* 520Name of Site Jefferson 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* 9 Units* Acres Occupancy* 100%Site Size 49,550 Units GSF Occupancy 100%Site Size 305 Units Students Occupancy 100%Site Size 39 Units Staff (FTE) Occupancy 100%
Number of Parking Spaces Provided at Site 30
Highest Observed Parking Demand for the following hours of the day (hour beginning)*Date 2/22/2012Day Wednesday
12 Mid1:00 AM2:00 AM3:00 AM4:00 AM5:00 AM6:00 AM7:00 AM 218:00 AM 319:00 AM 28
10:00 AM 2811:00 AM 3212 Noon 321:00 PM 332:00 PM 333:00 PM 244:00 PM 165:00 PM 66:00 PM 27:00 PM8:00 PM9:00 PM
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
Parking Demand Survey FormInstitute of Transportation Engineers(fill in all highlighted cells - * are required data)
Land Use Code* 520Name of Site Wilson 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* 9 Units* Acres Occupancy* 100%Site Size 53,100 Units GSF Occupancy 100%Site Size 346 Units Students Occupancy 100%Site Size 38 Units Staff (FTE) Occupancy 100%
Number of Parking Spaces Provided at Site 92
Highest Observed Parking Demand for the following hours of the day (hour beginning)*Date 2/28/2012Day Tuesday
12 Mid1:00 AM2:00 AM3:00 AM4:00 AM5:00 AM6:00 AM7:00 AM 258:00 AM 429:00 AM 39
10:00 AM 4111:00 AM 4212 Noon 401:00 PM 352:00 PM 823:00 PM 374:00 PM 125:00 PM 86:00 PM 77:00 PM8:00 PM9:00 PM
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
Oregon State University ITE May 2012
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
Time Interval Count Hour Begining AM Peak 8:00‐9:00 115
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
Time Interval Count Hour Begining AM Peak 8:00‐9:00 447
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