HomeMy WebLinkAboutTIATECHNICAL RE50URCE5 * DEVELOPMENT
N 1379 Post Oak lane
BcWn, Texas 77807
F-Pad, 'rlhavel@hotmadl.caeoe
': e9tr�a4mm� & co acept E 5iteII&B B
December l3, 20l l
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P.O.City Of Colle43e Station
Box 99GO
College Station, Texa5
RE_ Proposed Rezonmg Of A 12.285 Acre Tract,
Crawford Burnett Survey - Abstract No. 7,
College Station, 8razo5 County, Texas.
®ear Mr- Guerra,
Computations were performed necessary to determine of a formal Traffic impact Anally5i5
(PA) would be required for the above referenced Project and it was ascertained that the
anticipated site improvements would generate a maximum of 35 trips per peak hour- This
derived amount accounts for approximately 24% or 1 /4 of the -allowed' upper target
limit of 150 trips per peak hour.
The ITE Code cues taken from the publicabon '111145- TW Y OF TRANSPORTATION
ENGINEERS TRIP GENEREATIION RATE (Ph+l Peak Itlowr)"' Trip Generation Manual, Smh
Edition, Item 4 l G — Cann round / Recreation Vehiclle Park w th a peak hour trip factor of
0.37 Trips Per Unit.
93 units + l office unit (mobile home) = 94 units
94 units x (0.37 trips per unit) = 23.33 peak hour tnip5
23.33 peak hour trrp5 ava5 rounded up to 24 peak hour trips
24 peak hour units < 1150 peak hour units
Therefore, a formal Traffic Impact Analysis (TIA) 15 not warranted.
I hope the data and computations contained herein are adequate for your review and
consideration, however, If you have additional queations or problems please contact me
at your earliest convenience. (979) 4 1 2-7292.
Respectfully,
Vv
Ken "carp' Havel
Technical Pc5ource5 t Development