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It's a transportation engineering questions please i need right answer and it has to be in word microsoft file. There are 2 more files i will provide them.
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Institute of Transportation Engineers
Trip Generation Data Form (Part 1)
1 Soccer Complex
Source: Trip Generation - An International Report
Name of Development: Waipio Peninsula Soccer Complex
City: Honolulu
State/Province: HI
Country: United States
Zip/Postal Code: 96797
ITE Land Use Code: 488
Source No. (ITE use only):
Day of the Week: Thursday
Day: 27
Month: January
Metropolitan Area: City and County of Honolulu
Year: 2011
1. For fast-food land use, please specify if hamburger- or nonhamburger-based.
!
"
#
(1) CBD
(2) Urban (Non-CBD)
!
$ 3
x (3) Suburban (Non-CBD)
(4) Suburban CBD
Independent Variable: (include data for as many as possible) 2
7
______
______
______
______
______
Actual
(1) Employees (#)
(2) Persons (#)
(3) Total Units (#) (indicate unit:______________)
(4) Occupied Units (#) (indicate unit:__________)
(5) Gross Floor Area (gross sq. ft.)
(% of development occupied _______________)
______ (6) Net Rentable Area (sq. ft.)
______ (7) Gross Leasable Area (sq. ft.)
(% of development occupied _______________)
300
66%
______
(8) Total Acres (% developed: _______________)
(5) Rural
(6) Freeway Interchange Area (Rural)
(7) Not Given
Estimated
x
Actual
Estimated
x
______ (13) Shopping Center % Out-parcels/pads
______ (14) A.M. Peak Hour Volume of Adjacent Street Traffic
x
______ (15) P.M. Peak Hour Volume of Adjacent Street Traffic
______ (16) Other _____________________________
______ (17) Other _____________________________
2195
______
______
______
______
(9) Parking Spaces (% occupied: _______)
(10) Beds (% occupied: ________________)
(11) Seats (#)
(12) Servicing Positions/Vehicle Fueling
Positions
The Waipio Peninsula
Soccer Complex is
located at 93-061 Waipio
Point Access Road in
Waipahu. The actual size
of the soccer complex is
almost 300 acres, but it is
not fully develoed. It has
20 fields plus a stadium
field which is the only
lighted field.
2. Definitions for several independent variables can be found in the Trip Generation, Second Edition, User’s Guide .
3. Please provide all pertinent information to describe the subject project, including the presence of bicycle/pedestrian facilities. To report bicycle/pedestrian volumes, please refer to Part 4 of this data form.
Vehicle Occupancy (#):
_____ 24-hour %
______ A.M. ______ P.M.
Percent by Transit:
_____ 24-hour %
______ A.M. % ______ P.M. %
Percent by Carpool/Vanpool:
_____ 24-hour %
______ A.M. % ______ P.M. %
Employees by Shift:
First Shift:
Start
Time ______
End
Time ______
Employees (#) ______
Second Shift:
Start
Time ______
End
Time ______
Employees (#) ______
Third Shift:
Start
Time ______
End
Time ______
Employees (#) ______
Hourly _____
Daily _____
Parking Cost on Site:
At the time of this study, was there a TDM program (that may have impacted the trip generation characteristics of this site) underway?
x No
Yes (If yes, please check appropriate box/boxes, describe the nature of the TDM program(s) and provide a source for any studies that
may help quantify this impact. Attach additional sheets if necessary)
(1) Transit Service
(2) Carpool Programs
(5) Employer Support Measures
(6) Preferential HOV Treatments
(9) Tolls and Congestion Pricing
(10) Variable Work Hours/Compressed Work Weeks
(3) Vanpool Programs
(4) Bicycle/Pedestrian
Facilities and Site
Improvements
(7) Transit and Ridesharing Incentives
(8) Parking Supply and Pricing
Management
(11) Telecommuting
(12) Other _________________________________
____________________________________________
Please Complete Form on Other Side
Institute of Transportation Engineers
Trip Generation Data Form (Part 2)
Summary of Driveway Volumes
(All = All Vehicles Counted, Including Trucks; Trucks = Heavy Duty Trucks and Buses)
Average Weekday (M-F)
Enter
Exit
All
Trucks
All
Trucks
Total
All
Saturday
Enter
All
Trucks
Trucks
Exit
All
Total
All
Trucks
Trucks
Sunday
Enter
All
Trucks
Exit
All
Total
All
Trucks
Trucks
24-Hour Volume
A.M. Peak Hour of Adjacent1
Street Traffic (7 – 9)
Time (ex.: 7:15 - 8:15):
P.M. Peak Hour of Adjacent1
Street Traffic (4 – 6)
Time:
A.M. Peak Hour Generator 2
Time:
P.M. Peak Hour Generator2
Time:
Peak Hour Generator3
Time (Weekend):
1.
Highest hourly volume between 7 a.m. and 9 a.m. (4 p.m. and 6 p.m.). Please specify the peak hour.
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 specify the peak hour.
Please refer to the Trip Generation User’s Guide for full definition of terms.
2.
Hourly Driveway Volumes- Average Weekday (M-F)
A.M. Period
6:00-7:00
6:15-7:15
6:30-7:30
6:45-7:45
7:00-8:00
7:15-8:15
7:30-8:30
7:45-8:45
8:00-9:00
Enter
All
Trucks
Exit
All
Trucks
Total
All
Mid-Day Period
Trucks
3
0
1
1
4
1
7
0
3
1
10
1
9
1
3
1
12
2
11
1
3
1
14
2
11
1
2
0
13
1
11:00-12:00
11:15-12:15
11:30-12:30
11:45-12:45
12:00-1:00
12:15-1:15
12:30-1:30
12:45-1:45
1:00-2:00
Enter
All
Trucks
Exit
All
Total
Trucks All
P.M. Period
9
0
9
0
18
0
11
0
7
1
18
1
10
0
8
1
18
1
5
0
10
1
15
1
6
0
11
1
17
1
3
0
14
0
17
0
4
1
12
0
16
1
6
1
13
0
19
1
5
1
11
0
16
1
Trucks
3:00-4:00
3:15-4:15
3:30-4:30
3:45-4:45
4:00-5:00
4:15-5:15
4:30-5:30
4:45-5:45
5:00-6:00
Enter
All
Exit
Trucks All
Trucks
Total
All
Trucks
18
0
13
2
31
2
36
0
18
2
54
2
0
66
0
19
0
85
3
112
0
37
0
149
0
152
1
69
0
221
1
175
1
87
0
262
1
167
1
98
0
265
1
132
1
86
0
218
1
97
0
68
0
165
0
Check
if Part 3, 4 and/or additional information is attached.
0
Name: ______Lambros Mitropoulos, Project Coordinator________________________________________________________________ Please return to: Institute of Transportation Engineers
Technical Projects Division
Organization:_____ University of Hawaii, ITE Student Chapter___________________________________________________________________
1099 14th Street, NW, Suite 300 West
Address: ______ 2540 Dole Street , Holmes Hall____________________________________ ________________________________________
Washington, DC 20005-3438 USA
City/State/Zip: ______Honolulu, HI 96822____________________________________________________________________________________
Telephone: +1 202-289-0222
Fax: +1 202-289-7722
Telephone #:____808-956-0949_________________________ Fax #:_____________________________ E-mail:___Lampros@hawaii.edu______
ITE on the Web: www.ite.org
Institute of Transportation Engineers
Trip Generation Data Form (Part 3)
Name/Organization:
University of Hawaii, ITE Student Chapter
Telephone Number:
808-956-0949
City/State: Honolulu / HI
Detailed Driveway Volumes: Attach this sheet to Parts 1 and 2 if you are providing additional information.
Day of the week:
A.M. Period
12:00-12:15
12:15-12:30
12:30-12:45
12:45-1:00
1:00-1:15
1:15-1:30
1:30-1:45
1:45-2:00
2:00-2:15
2:15-2:30
2:30-2:45
2:45-3:00
3:00-3:15
3:15-3:30
3:30-3:45
3:45-4:00
4:00-4:15
4:15-4:30
4:30-4:45
4:45-5:00
5:00-5:15
5:15-5:30
5:30-5:45
5:45-6:00
6:00-6:15
6:15-6:30
6:30-6:45
6:45-7:00
7:00-7:15
7:15-7:30
7:30-7:45
7:45-8:00
8:00-8:15
8:15-8:30
8:30-8:45
8:45-9:00
9:00-9:15
9:15-9:30
9:30-9:45
9:45-10:00
10:00-10:15
10:15-10:30
10:30-10:45
10:45-11:00
11:00-11:15
11:15-11:30
11:30-11:45
11:45-12:00
Thursday
Enter
All
(All = All Vehicles Counted, Including Trucks; Trucks = Heavy Duty Trucks and Buses)
Trucks
0
0
0
2
Exit
All
Trucks
0
0
0
0
0
0
1
0
4
Total
All
P.M. Period
Trucks
0
0
0
0
0
0
0
2
1
1
2
1
0
2
0
6
0
1
0
0
0
1
0
4
0
0
0
4
0
1
0
0
0
1
0
0
0
3
0
3
0
2
0
2
1
4
1
1
0
1
1
2
1
3
0
2
0
5
0
2
0
0
0
2
0
2
1
1
0
3
1
1
0
2
0
3
0
2
0
2
0
4
0
1
0
3
0
4
0
2
0
4
0
6
0
5
0
0
0
5
0
1
0
2
0
3
0
12:00-12:15
12:15-12:30
12:30-12:45
12:45-1:00
1:00-1:15
1:15-1:30
1:30-1:45
1:45-2:00
2:00-2:15
2:15-2:30
2:30-2:45
2:45-3:00
3:00-3:15
3:15-3:30
3:30-3:45
3:45-4:00
4:00-4:15
4:15-4:30
4:30-4:45
4:45-5:00
5:00-5:15
5:15-5:30
5:30-5:45
5:45-6:00
6:00-6:15
6:15-6:30
6:30-6:45
6:45-7:00
7:00-7:15
7:15-7:30
7:30-7:45
7:45-8:00
8:00-8:15
8:15-8:30
8:30-8:45
8:45-9:00
9:00-9:15
9:15-9:30
9:30-9:45
9:45-10:00
10:00-10:15
10:15-10:30
10:30-10:45
10:45-11:00
11:00-11:15
11:15-11:30
11:30-11:45
11:45-12:00
Enter
All
Trucks
Exit
All
Trucks
Total
All
Trucks
3
0
1
1
4
1
1
0
5
0
6...