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Need for the Project
The southern Salt Lake Valley is one of the fastest
growing areas in the state of Utah. The 11400 South
Environmental Impact Statement (EIS) study area lies
within the south valley and includes portions of Draper,
Riverton, Sandy, and South Jordan cities. Total population
within these four cities is expected to increase by
90 percent by the year 2030 over 2000 population numbers.
Maintaining the current quality of life is important
to the cities and the residents within the study area.
This quality of life includes neighborhood-style communities
in which residents know their neighbors, live in rural
and suburban neighborhoods, have access to family recreation
such as parks and trails, and have convenient access
to work, services, and stores.
In order to maintain, protect and improve the quality
of life, now and into the future, the cities within
the study area have identified the following needs that
must be addressed:
1. Mobility within the study area needs to be improved.
A traffic analysis of existing conditions within the
study area was conducted and modeling of future traffic
conditions through 2030 was completed. The modeling
of existing conditions evaluates what the study area
roadway conditions will be after construction activities
to widen 12300/12600 South are complete and after 10400
South has been widened to four lanes. The traffic model
of future conditions includes all the transportation
improvements identified in the Wasatch Front Regional
Council’s Long-range Plan, including transit,
except for master planned improvements at 11400 South.
Based on these studies, there are three major intersections
and two interchanges within the study area that currently
operate at or over capacity; by 2030, eight major intersections
and two interchanges within the study area are expected
to be at or over capacity (Table 1). The existing conditions
analysis also shows that several major roadway segments
within the study area are currently at or over capacity;
by 2030, all of 12300/12600 South and all of 10400/10600
South within the study area will be either at or over
capacity, as will several major north-south roadway
segments within the study area (Table 2). This reduced
intersection and roadway capacity causes increased roadway
congestion, difficulties and delays in commuting to
work and traveling to local destinations, and reductions
in emergency services response times, resulting in adverse
impacts to quality of life.
2. Economic development within the study area needs
to continue in order for cities to maintain the quality
of life their residents desire.
According to the four cities within the Study Area,
continued economic development is necessary to provide
additional employment and adequate access to goods and
services for current and future residents within the
study area. In addition, the increased sales tax revenue
is needed to allow cities to continue providing the
necessary public services and quality of life enhancements
to the growing residential population. Economic development
is most successful at major intersections and along
higher capacity roadways. Insufficient capacity along
major roadways and limited access to major intersections
and I-15 would hinder economic development.
Purpose of the Project
The purpose of the project will be to address the needs
identified above. Specifically, the purpose is to maintain,
protect and improve the quality of life by improving
mobility and providing transportation infrastructure
to support economic development within the study area
through the year 2030.
Table 1. Intersections at or
Over Capacity during Morning and Afternoon Peak Hours*
| Intersection |
Existing Conditions** |
2030 Conditions |
| 10600 South and Redwood Road |
|
a.m./p.m. |
| 10600 South and 1300 West |
|
a.m./p.m. |
| 10600 South and Jordan Gateway |
p.m. |
p.m. |
| 10600 South and State Street |
p.m. |
p.m. |
| 11400 South and Jordan Gateway |
p.m. |
|
| 12600 South and Bangerter Highway |
|
a.m. |
| 12600 South and Redwood Road |
|
a.m./p.m. |
| 12600 South and Lone Peak Parkway |
|
a.m. |
| 12300 South and State Street |
|
a.m. |
| I-15 Northbound entrance ramp at 10600 South (right
turn only) |
a.m./p.m. |
a.m./p.m. |
| I-15 Southbound exit ramp at 10600 South (right
turn only) |
|
a.m./p.m. |
| I-15 Northbound entrance ramp at 12300 South (right
turn only) |
|
a.m./p.m. |
| I-15 Northbound exit ramp at 12300 South (right
turn only) |
p.m. |
a.m./p.m. |
| I-15 Southbound exit ramp at 12300 South (right
turn only) |
|
a.m./p.m. |
* The intersection capacity analysis is based on delay
times proceeding through the intersection a.m. peak =
7:00 a.m. to 9 a.m.;
p.m. peak = 4:00 p.m. to 6:00 p.m.
** The existing conditions analysis assumes construction
on 12300/12600 South is complete and 10400 South has been
widened to four lanes.
Table 2. Roadway Segments at
or Over Daily Capacity***
Roadway Segment |
Existing Conditions** |
2030 Conditions |
| 2700 West; 10400 South to 12600 South |
|
X |
| Redwood Road; 10400 South to 11400 South |
X |
|
| Redwood Road; 11400 South to 12600 South |
X |
X |
| 1300 West; 10400 South to 11400 South |
|
X |
| I-15; 10600 South to 12300 South |
X |
X |
| State Street; 11400 South to 12300 South |
X |
|
| 10600 South; 1300 West to Jordan Gateway |
X |
X |
| 10600 South; Bangerter to 700 East |
|
X |
| 12600 South; Bangerter to 700 East |
|
X |
** The existing conditions analysis assumes construction
on 12300/12600 South is complete and 10400 South has been
widened to four lanes.
*** The roadway capacity analysis is based on the number
of lanes and the average annual daily traffic volume in
the corridor.
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