HomeMy WebLinkAboutPOUDRE HIGH SCHOOL EXPANSION SITE PLAN ADVISORY REVIEW - 59 93 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYL
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RESULTS OF LICENSE PLATE SURVEY
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MULBERRY STREET
POUDRE HIGH SCHOOL AREA I Figure 1
With the proposed change in the PHS parking lot, the base
thrus will be denied access to Impala Drive and the school thrus
will be required to exit from the route they entered. During each
analyzed period, there will be a reduction in traffic at the
observation locations on Impala Drive. The range of reduction will
be from 10-60 vehicles in aone hour:.-period-e11-i rwill, however,
e an increase in traffic on both La Porte Avenue and Mulberry
Street. However, the increase i.a_traf.fi.c__,_on _ th_,L_a,_E.orte_and.
Mulberry will a about 10_percent_more.than that which currently
exits __on:_these._.s.treets. Review of the existing _ traffic volumes
_indicates that there is excess capacity at both the La Porte/Taft
Hill and Mulberry/Taft Hill intersections. Therefore, the increase
in traffic can be accommodated on the arterial street system in the
area (La Porte Avenue, Mulberry Street, and Taft Hill Road).
Recommendation
It is recommended that Poudre School District continue to
pursue elimination of Impala Drive as a through street. This will
cause a reduction in traffic volumes on Impala Drive.f The south
portion of ImQala Drive is a public street. The residents on/near
this portion of Impala Drive will likely be receptive to this
reduction in traffic even through it will add length to trips that
have an origin or destination to the north. The number of vehicles
that are added to the arterial street can be accommodated on the
area street. system.
PHS. These people are using Impala Drive as a
public street through school district property.
Some of these are school district administration
personnel.
School thrus - These are the through vehicles that drop off/pick
up a student or faculty member at PHS. A typical
description of this trip would be a parent going to
work in the morning, dropping off a student, and
then proceeding through the property to complete
the work trip.
Total -- These are the sum of the above three components.
Figure 1 is a schematic of the PHS area showing the
observation locations in relation to the physical features in the
area. Along with the license plate survey, turning movement counts
were performed at the La Porte/Impala intersection. Figures 2, 3,
and 4 show the results of the license plate survey for the
respective study times.
Referring to Figure 2 (7:00 AM to 8:15 AM survey results),
there were 290 southbound and 158 northbound vehicles destined for
PHS. This is the start of the school day, so this volume is not
surprising. In addition to these destination trips, there are also
27 school thrus southbound and 23 school thrus northbound. At this
time of day, there are only 21 base thrus southbound and 17 base
thrus northbound. The base thrus comprise only 7 percent of the
traffic on Impala Drive.
Referring to Figure 3 (12:00 Noon to 1:30 PM survey results),
there were 103 southbound and 145 northbound vehicles destined for
PHS. Based upon observation, this appeared to be the end of the
lunch break for students and generally included much of the
traditional lunch period for administration personnel. At this
time of day, the school thrus are -very small in both directions.
This is expected. The base thrus are relatively high. They
comprise over 30 percent of the entering traffic in the southbound
direction and almost 20 percent of the entering traffic in the
northbound direction. Based upon the observation at the north
Impala location, a significant portion of these base thrus are
administration personnel going to/returning from lunch. Therefore,
these base thrus are largely comprised of the school administration•
personnel using Impala Drive as a public street.
Referring to Figure 4 (4:30 PM to 6:00 PM survey results),
there were 11 southbound and 17 northbound vehicles destined for
PHS. These low numbers are not surprising, since the normal school
day is over. Of the entering traffic from each direction, there
are a significant number of school thrus. These are likely to be
parents picking up a student from an after school activity. From
a percentage basis, the base thrus are high, however the absolute
number of 'vehicles is low. Based upon observation at the north
Impala location, a significant portion of the southbound base thrus
came from the administration parking lot.
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MEMORANDUM
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To: George Brelig, RB+B
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Mike Spearnak, Poudre School District
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— Rita Davis, Fort Collins Transportation Division
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Fort Collins Planning Staff
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From: Matt Delich
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Date: August 9, 1993
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Subject: Poudre High School traffic analysis
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(File: 9336MEM1)
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Poudre School District is proposing to expand Poudre High
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School (PHS). As part of that expansion, it is proposed that
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Impala Drive will be closed to through traffic between La
Porte Avenue on the north and Mulberry Street on the south.
This will be accomplished by providing two parking lots in
front of PHS with no connection between them: At the present
time, Impala Drive passes in front of PHS through a parking
area. Research (by others) indicates that Impala Drive is a
private street, owned by Poudre School District, from La Porte
Avenue to Impala Circle.
While Impala Drive is used primarily for school related
trips and school district administration trips (Administration
Building is located north of PHS), some of the general public
utilize Impala Drive as a.public street. This analysis
determines the mix of trip purpose of those vehicles entering
the school district property. The analyses determined how
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many vehicles will be denied "through" access on Impala Drive.
Vehicles currently using Impala Drive for through trip
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will be•required to find an alternative route.
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Moving vehicle license plate surveys were conducted from
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7:00 AM to 8:15 AM, 12:00 Noon to 1:30 PM, and 4:30 PM to 6:00
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PM in late May 1993 and late July 1993. The July data was
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used to determine the base condition since school was not in
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session. In addition, the moving vehicle license plate survey
was conducted from 1:30 PM to 3:00 PM in late May 1993. This
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time period was not surveyed in late July 1993, since it is
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a peak period that relates directly to the school activity
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rather than the normal peak period of the adjacent streets.
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The following are definitions of terminology used in this
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memorandum:
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Non-thru -- These are vehicles that have either an origin
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or destination at PHS.
Base thrus -- These are the through vehicles that occur in
the summer when there were no activities at