|
Crossing Closures |
Improvement Classification Level |
Estimated Cost |
Estimated Public
Benefit* |
Ratio:
Benefit/Cost |
|
Bonner |
3 |
$50,000 |
NA |
NA |
|
Bringhurst (Crossing Closure with Pedestrian Bridge |
3 |
$450,000 |
$380,000 |
0.84 |
|
Burnett |
3 |
$50,000 |
NA |
NA |
|
Colorado |
3 |
$50,000 |
$190,000 |
3.8 |
|
Gregg (Sheet 1,
Sheet 2) |
3 |
$50,000 |
$6,000,000 |
120 |
|
Hailey |
3 |
$50,000 |
$370,000 |
7.40 |
|
Henderson |
3 |
$50,000 |
NA |
NA |
|
Johnson |
3 |
$50,000 |
$80,000 |
1.6 |
|
Liberty |
3 |
$50,000 |
$190,000 |
3.8 |
|
Parker |
3 |
$50,000 |
NA |
NA |
|
Roy |
3 |
$50,000 |
NA |
NA |
|
Sabine |
3 |
$50,000 |
NA |
NA |
|
Sherwin |
3 |
$50,000 |
$170,000 |
3.4 |
|
Thompson |
3 |
$50,000 |
NA |
NA |
|
West (Crossing Closure with Pedestrian Bridge) |
3 |
$450,000 |
NA |
NA |
|
Total Identified Improvements |
$1,550,000 |
$7,380,000 |
|
*Public benefit could only be estimated for crossing closures which
would be rerouted to a grade separated crossing. However, all crossing
closures produce a public benefit of improved safety.
Bonner Street, Parker Street, Roy Street, and Thompson
Street
Bonner Street, Parker Street, Roy Street, and Thompson Street are each currently
two lane roadways that cross the UPRR Terminal Subdivision south of I-10 in
Houston. Approximately 300 vehicles cross the railroad daily at each of these
locations. These four roadways provide access to and from Washington Avenue for
the residential, commercial, and industrial areas to the north of the Terminal
Subdivision. Closing these crossings would increase the travel distance to
access Washington Avenue by less than one mile.
Due to the closures of Bonner Street and Thompson Street, traffic would be
rerouted west on Schuler Street and south on Patterson Street to reach
Washington Avenue. Due to the closure of Parker Street, traffic would be
rerouted west on Schuler and south on Durham Drive to travel to Washington
Avenue from Parker Street. Due to the closure of Roy Street, traffic would be
rerouted east on Allen Street, south on Durham Drive, and west on Schuler Street
to travel from I-10 to Washington Avenue via Roy Street.
Environmental Constraints
The environmental constraints located in the vicinity of these streets
include residential and commercial properties and a fire station located north
of I-10. Right-of-way acquisition of the adjacent properties will not be
required since no new construction is required.
Cost
The crossing closures are each estimated to cost $50,000. The estimated
public benefit could not be calculated for the closure of Bonner, Parker, Roy,
and Thompson Streets because traffic would be required to reroute to other
at-grade crossings; however, the closures would produce a safety benefit for the
traveling public.
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Bringhurst Street
Bringhurst Street is currently a two lane roadway that crosses the UPRR Terminal
Subdivision east of US 59 and north of I-10 in Houston. Approximately 300
vehicles cross the railroad at this location daily. According to collision data
received from the H-GAC Traffic Safety Program and the FRA, one crash occurred
at the Bringhurst Street crossing between 1990 and 2003. Bringhurst Street
provides access for residents north of the railroad to and from schools south of
the Terminal Subdivision.
Bringhurst Street is identified to be closed and provided with a pedestrian
bridge at the intersection with the UPRR Terminal Subdivision. The proposed
pedestrian bridge would overpass the railroad and separate pedestrian traffic
from the railroad, thereby reducing public safety hazards associated with the
existing at-grade crossing.
Environmental Constraints
Some of the environmental constraints located in the vicinity of Bringhurst
Street are residential properties, churches, schools, and a fire station.
Right-of-way acquisition of the adjacent residential properties should be
minimal, if required at all, since the pedestrian bridge should be able to be
constructed within the existing right-of-way of Bringhurst Street.
Access to adjacent properties will be maintained via the existing roadway
network. Traffic may be rerouted to the west along either Lyons Avenue or
Liberty Road toward US 59 which overpasses the railroad.
Cost
The crossing closure at Bringhurst Street is estimated to cost $50,000, while
the pedestrian bridge is estimated at $400,000. The estimated public benefit
calculated for the closure of Bringhurst Street is $380,000, which is 84 percent
of the estimated cost to implement the closure and pedestrian bridge.
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Burnett Street
Burnett Street is currently a two lane roadway that crosses the UPRR Terminal
Subdivision north of I-10 and east of I-45 in Houston. Accommodating
approximately 300 daily vehicles, Burnett Street provides access to and from
residential and industrial areas to the north of the Terminal Subdivision.
Closing the crossing would increase the travel distance to access these
residences and businesses from Main Street by less than one-half mile. The
vehicular traffic along Burnett Street could be rerouted to cross the railroad
at Main Street.
Environmental Constraints
The environmental constraints identified in the vicinity of this street
consist of transmission lines and adjacent industrial properties. Right-of-way
acquisition of adjacent properties will not be required since no new
construction is required.
Cost
The crossing closure is estimated to cost $50,000. The estimated public
benefit could not be calculated for the closure of Burnett Street since traffic
would be rerouted to another at-grade crossing; however, the closure would
produce a safety benefit for the traveling public.
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Colorado Street, Henderson Street, Johnson Street, and
Sabine Street
Colorado, Henderson, Johnson, and Sabine Streets are each north-south running
roadways that cross the Terminal Subdivision north of I-10 and west of I-45 in
Houston. According to collision data received from the H-GAC and the FRA, one
crash occurred at the Henderson Street, and two crashes have occurred at the
Johnson Street crossing between 1990 and 2003.
Colorado Street and Johnson Street are each currently two-lane roadways north
of the railroad and a four-lane roadways south of the railroad that provide
access to and from residential and industrial areas. Closing the crossings would
increase the travel distance to access these residences by less than one-half
mile. Approximately 300 vehicles cross the railroad at both Colorado and Johnson
Streets daily. Traffic could be redirected east on Shearne Street, south on
Houston Street to overpass the railroad, and west on Edwards Street to access
the other side of Colorado Street.
Henderson Street is a two lane roadway that provides access to and from
industrial areas along the roadway, at which approximately 3,100 vehicles per
day cross the railroad. Closing the Henderson Street crossing would increase the
travel distance to access these businesses by less than one-half mile, as
traffic could be rerouted west on Summer Street and south on Sawyer Street.
Sabine Street is currently a two-lane roadway north of the railroad and a
four-lane roadway south of the railroad that provides access to and from
residential and industrial areas. Approximately 300 vehicles cross the railroad
at Colorado Street daily. Closing the crossing would increase the travel
distance to access these residences by less than one-half mile. Traffic could be
redirected west on Summer Street, south on Silver Street, and east on Bingham
Street to access the other side of Sabine Street.
Environmental Constraints
Some of the environmental constraints located in the vicinity of Colorado,
Henderson, Johnson, and Sabine Streets are commercial and industrial properties,
churches, schools, and fire stations. Right-of-way acquisition of the adjacent
properties will not be required since no new construction is required.
Cost
The crossing closures are each estimated to cost $50,000. The estimated
public benefit calculated for the closure of Colorado Street is 380,000, 84
percent of the estimated cost to implement the crossing closure. The estimated
public benefit calculated for the closure of Johnson Street is $80,000, which is
60 percent greater than the estimated cost to implement the crossing closure.
The estimated public benefit could not be calculated for the Henderson Street and Sabine Street since traffic would be rerouted to other
at-grade crossings; however, the closures would produce a safety benefit for the
traveling public.
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Gregg Street and Hailey Street
Gregg Street and Hailey Street are each currently two lane roadways that
cross the UPRR Terminal Subdivision east of US 59 and north of I-10 in Houston.
Approximately 5,300 vehicles per day cross the railroad at Gregg Street, which
provides access for residents north of the railroad to and from schools south of
the Terminal Subdivision. Approximately 280 vehicles cross the railroad at
Hailey Street daily, which is directly adjacent to Gregg Street. Closing the
crossings would increase the travel distance to the schools by approximately two
miles. However, pedestrian access across the railroad is maintained via a
proposed pedestrian bridge located at Bringhurst Street, approximately 500 feet
east of Gregg Street.
Due to the closures of Gregg Street and Hailey Street, traffic may be
redirected west on Liberty Road or Lyons Avenue toward the US 59 overpass in
order to cross the railroad. Delays to fire response from the station south of
the Terminal Subdivision may occur for residents north of the tracks.
Environmental Constraints
Some of the environmental constraints located in the vicinity of Gregg Street
and Hailey Street are residential properties, churches, schools, and a fire
station. Right-of-way acquisition of the adjacent properties will not be
required since no new construction is required.
Cost
The crossing closures are each estimated to cost $50,000. The estimated
public benefit calculated for the closure of Gregg Street is $6,000,000, which
is approximately 120 times greater than the estimated cost to implement the
crossing closure. The estimated public benefit calculated for the closure of
Hailey Street is $370,000, which is over seven times greater than the estimated
cost to implement the crossing closure.
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Liberty Road
Liberty Road is currently a two lane roadway that crosses the UPRR Terminal
Subdivision in northeast Houston and provides access to businesses east of the
Terminal Subdivision from Loop 610. Closing the crossing would increase the
travel distance to access these businesses from Liberty Road by approximately
two miles. Approximately 300 vehicles cross the railroad at Liberty Road daily.
Environmental Constraints
The environmental constraints identified in the vicinity of this street
consist of adjacent industrial properties and a leaking petroleum storage tank.
Right-of-way acquisition of the adjacent properties will not be required since
no new construction is required.
Access to adjacent properties will be maintained via the existing roadway
network. Traffic could be rerouted from the Liberty Road crossing to Mesa Drive,
which is the adjacent roadway to the east that underpasses the railroad.
Cost
The crossing closure is estimated to cost $50,000. The estimated public
benefit calculated for the closure of Liberty Road is $190,000, which is over
three times greater than the estimated cost to implement the crossing closure.
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Sherwin Street
Sherwin Street is currently a one-lane entrance ramp to the I-10 frontage road
that crosses the UPRR Terminal Subdivision north of I-10 and east of Loop 610
West in Houston. Approximately 300 vehicles cross the railroad at Sherwin Street
daily. According to collision data received from H-GAC Traffic Safety Program
and the FRA, one crash has occurred at the Sherwin Street crossing between 1990
and 2003.
Closing the crossing would increase the travel distance from the residential
properties north of the UPRR Terminal Subdivision to access I-10 by
approximately one mile.
Environmental Constraints
The environmental constraints identified in the vicinity of this street
include adjacent industrial and residential properties. Right-of-way acquisition
of the adjacent properties will not be required since no new construction is
required.
Access to adjacent properties will be maintained via the existing roadway
network. Traffic could be rerouted east on Larkin Street, south on TC Jester
Boulevard, and west onto the I-10 westbound entrance ramp to reach the freeway.
Cost
The crossing closure is estimated to cost $50,000. The estimated public
benefit calculated for the closure of Sherwin Street is $170,000, which is over
three times greater than the estimated cost to implement the crossing closure.
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West Street
West Street is currently a two lane roadway that crosses both the UPRR Terminal
Subdivision and the UPRR West Belt Subdivision north of I-10 and west of US 59
in Houston. West Street provides local access to and from residential and
commercial areas around the railroads. Approximately 300 vehicles cross the
railroad at this location daily.
According to collision data received from the H-GAC and the FRA, one crash
occurred at the West Street crossing between 1990 and 2003. West Street is
identified to be closed and provided with a pedestrian bridge at the
intersection with the railroad. The proposed pedestrian bridge would overpass
the railroad and separate pedestrian traffic from the UPRR Terminal Subdivision,
thereby reducing public safety hazards associated with the existing at-grade
crossing.
Environmental Constraints
Constraints located in the vicinity of West Street include residential and
industrial properties, churches, schools, and fire stations. Access to adjacent
properties will be maintained via the existing roadway network. Traffic may be
rerouted to the east along Mills Street, south on Jensen Drive, and west on
Lyons Avenue to cross the UPRR Terminal Subdivision.
Cost
The crossing closure at West Street is estimated to cost $50,000, while the
pedestrian bridge is estimated at $400,000. The estimated public benefit could
not be calculated for the closure of West Street since traffic would be rerouted
to other at-grade crossings; however, the closure would produce a safety benefit
for the traveling public as well as pedestrians.
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Identified Improvements
|