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I-10 East Corridor Study
El Paso, Texas

Project Description | Study Area Map | Previous East Side Studies | Project Schedule | Strategy Refinement Process | Study Participants | Working Group Meetings | I-10 East Corridor Bottleneck Study | Public Involvement | Public Meetings | Truck SurveyLet Us Know What You Think | HOV Frequently Asked Questions (FAQ's) | Newsletters


Strategy Refinement Process

Work Session: Initial Strategies DefinitionPicture taken during a work session

On February 28, 2001, the Project Team conducted a work session involving technical staff from local agencies including TxDOT, the City of El Paso, and the El Paso Metropolitan Planning Organization.

The purpose of the work session was to present and discuss the initial analysis and how it supports the list of initial strategies proposed to be carried forward for refinement and evaluation.

Content and results from the Work Session were condensed and presented for comment to the Working Group in Working Group Meeting #2.


 Proposed Strategies for Refinement & Evaluation

With comments from the Working Group, the six strategies that proceeded through conceptual refinement were identified, as shown below. The first column shows the basic I-10 strategy. The second and third columns show additional components that are associated with each basic strategy.

Each refined strategy represents “a” way that the strategy could be developed. The purpose of the I-10 East Corridor Study is to decide the type of improvement (if any) to make to I-10 by the year 2025. At this early planning stage, each strategy is developed using preliminary environmental and engineering assumptions and information. The strategy development is only detailed enough to differentiate between the strategies for evaluation purposes. After this study, as the recommended strategies progress through additional evaluation and the Project Development Process, much more information will be gathered and more work will be done to determine the optimal alignment and design of the strategy.
 

Strategy flowchart showing additional components that are described below

Each I-10 strategy and additional component is described in more detail below.

No Build Strategy

The No Build Strategy is defined as the existing transportation system plus committed projects. It includes transportation improvements currently under construction and others committed to in the 2025 Metropolitan Transportation Plan (MTP). Projects planned in the 2025 MTP but located within the I-10 East Corridor study area are under consideration as part of the corridor study, so they are not included in the No Build strategy. As an alternative to building major improvements along the study corridor, the No Build Strategy represents a baseline against which the other strategies will be compared.

The No Build Strategy is included as a component of the other five strategies.

Transportation System Management (TSM) Strategy

The Transportation System Management (TSM) Strategy includes the No Build strategy definition plus improvements that are low cost relative to major "Build" strategies. These can be categorized as physical roadway, system level, or operational improvements. The TSM Strategy improvements include:

  • Addition or improvement of channelized right turn lanes at most major gateway intersections
  • Additional improvements at I-10 intersections with Raynolds, Lee Trevino, Pendale, and Zaragoza
  • Addition of channelized right turn lanes at major intersections along SH 20 (Alameda Avenue and FM 76 (North Loop Road)
  • Public transit improvements (detailed below)

Like the No Build strategy, the TSM strategy is included as a component of the four I-10 "Build" strategies.

Access Management StrategyPicture of braided ramp

Along the twenty-two-mile section of I-10 within the study area, there are twenty-two major cross-street intersections. US 54 is a directional interchange and LP 375 is a cloverleaf interchange. The remaining interchanges are typically diamond interchanges, with sixteen located within the west ten miles of the study corridor, between Piedras Street and Lee Trevino Drive. The frequency of grade separations and number of entrance and exit ramps contributes to the mainlane operational problems because of short merge lengths and weaving distances.

The Access Management Strategy includes the No Build Strategy plus improvements that are higher cost relative to the TSM Strategy. Improvements are primarily at access points and interchanges along the corridor, with no additional lane capacity. Improvement types include:

  • Ramp and auxiliary lane changes and reconstruction
  • Ramp elimination
  • Standard interchange improvements with improved channelized right-turns and turnarounds
  • Major interchange improvements at Lee Trevino and Zaragoza
  • Improvements at Pendale
  • Public transit improvements (detailed below)
  • Improvements to SH 20, FM 76, and FM 1110

 At-Grade General Purpose Lanes StrategyPicture of I-10 at Raynolds

Within the study limits, the basic number of general purpose lanes varies from ten at Piedras Street (five in each direction) to four at FM 1110 (two in each direction). Projected 2025 traffic volumes were analyzed to determine the additional capacity (number of lanes) needed to adequately address the anticipated 2025 congestion. According to this analysis, additional lanes would be needed throughout the corridor.

 The General Purpose Lanes Strategy assumes that the additional lanes would be added at the same level as existing ones. This allows all lanes to have access to the same entrance and exit ramps along the route. A median would also be included to allow for future improvement options beyond 2025.

Other components incorporated into the General Purpose Lanes strategy include:

  • No Build Strategy Improvements
  • TSM Strategy Improvements
  • Improvements similar to the Access Management Strategy
  • Major Interchange Improvements at Lee Trevino, Zaragoza, and Horizon
  • Transit Improvements Component
  • Parallel and Other Route Improvements Component
  • Truck Improvements Component

Express Lanes Strategy

A modification to the General Purpose Lane concept is to add additional mainlane capacity that serves longer-distance trips. The Express Lanes Strategy concept was developed by adding two elevated lanes in each direction, physically separated from the general purpose (non-express) lanes from US 54 to LP 375. The elevated lanes would not have access to as many entrance and exit ramps along the route as at-grade general purpose lanes, potentially operating more efficiently than regular full-access mainlanes. The elevated lanes would function as express lanes available to all users.

Because elevated structures were offered for consideration, the project team drafted artist renderings of elevated concepts to provide Working Group members some perspective on the magnitude of such structures. One example is shown here, demonstrating the way I-10 looks presently and how it might look with elevated express lanes:

I-10 Facing East Towards Airway

Picture of existing I-10 lanes Artist's rendering of elevated express lanes

Existing I-10 General Purpose Lanes

Artist’s Rendering of Elevated Express Lanes

For the purpose of this study, the Express Lanes Strategy was developed with the express lanes elevated. If the Express Lanes Strategy proceeds further into the Project Development Process, it is possible that further study will result in an optimum design where the express lanes are at the same grade as the general purpose (non-express) mainlanes, though still with fewer access points.

Other components incorporated into the strategy include:

  • No Build Strategy Improvements
  • TSM Strategy Improvements
  • Improvements similar to the Access Management Strategy
  • Major Interchange Improvements at Lee Trevino, Zaragoza, and Horizon
  • Transit Improvements Component
  • Parallel and Other Route Improvements Component
  • Truck Improvements Component

High-Occupancy Vehicle (HOV) Lanes Strategy

The primary purpose of HOV lanes is to increase the total number of people moved through a corridor. Initial analysis of HOV Strategy viability was conducted based on projected 2025 traffic volumes and estimated vehicle occupancy rates. The initial results indicated that enough potential demand exists to warrant further analysis. The HOV concept was developed as two-way concurrent flow lanes, as shown below. A list of HOV Frequently Asked Questions (FAQs) was assembled during initial development of this strategy to further explain how HOV lanes operate.

An example of a concurrent-flow HOV lane
Example: Concurrent-flow Lane

Other components incorporated into the strategy include:

  • No Build Strategy Improvements
  • TSM Strategy Improvements
  • Improvements similar to the Access Management Strategy
  • Major Interchange Improvements at Lee Trevino, Zaragoza, and Horizon
  • Transit Improvements Component
  • Parallel and Other Route Improvements Component
  • Truck Improvements Component

Interchanges Component

Although there are several problem interchanges along the corridor, three interchanges were identified early in the study as major problem areas currently experiencing bottleneck conditions. A bottleneck study was performed to examine possible short-term improvements. Existing conditions are projected to become worse in the future. The Interchanges component considered major improvements to the three interchanges along I-10 at:

  • Lee Trevino Drive
  • Zaragoza Road
  • Horizon Boulevard

Different improvement scenarios were tested for each of the Build strategies to provide TxDOT preliminary information about improvements to consider for each interchange in the future. The Interchanges component was not a differentiating factor among the six different strategies.

Lee Trevino Drive Interchange

Operational Characteristics:

  • Lee Trevino Dr. crosses over I-10 in a typical "tight diamond" configuration.Cars on Gateway East waiting at Lee Trevino Drive
  • Currently, there are no turnarounds serving frontage road traffic, but turnarounds will be constructed in the near future.
  • The heaviest traffic movements are southbound Lee Trevino Dr. to westbound I-10 (inbound to downtown El Paso) and eastbound I-10 to northbound Lee Trevino Dr. (outbound from downtown).
  • Long queues develop on the eastbound exit ramp to Lee Trevino Drive as a result of congestion at the eastbound frontage road signal at Lee Trevino Drive.
  • Long queues also form on southbound Lee Trevino Drive as vehicles wait to turn right onto the westbound frontage road.
  • The close location of the Lomaland interchange to the west of Lee Trevino Drive contributes to the congestion at Lee Trevino Drive because the two intersections share the westbound exit and eastbound entrance ramps to I-10.

Geometric considerations:

  • The close location (1850 feet) of Rojas Drive north of Lee Trevino Drive.
  • I-10 is slightly depressed under Lee Trevino Drive.
  • The terrain is relatively flat north of I-10, but south of I-10 exhibits a steep slope.

 Zaragoza Road Interchange

Operational Characteristics:

    Picture of traffic on Zaragoza

  • Zaragoza Road crosses under I-10 in a typical "tight diamond" configuration with turnarounds serving frontage road traffic.
  • The heaviest traffic movements are southbound Zaragoza Road to westbound I-10 (inbound to downtown) and eastbound I-10 to northbound Zaragoza Road (outbound from downtown).
  • The eastbound exit ramp to Zaragoza Road experiences significant delay during the PM peak period.
  • Along southbound Zaragoza Road, the right-turn-only lane to the westbound frontage road demonstrates long queues during the AM peak period and at other times during the day.
  • Northbound demand along Zaragoza Road is heavy.
  • An additional consideration pertinent to traffic operations is the George Dieter Drive intersection with Zaragoza Road north of the Zaragoza Road/I-10 interchange.
  • Continued development to the north and east of the Zaragoza Road interchange may contribute additional demand in the future.

Geometric Considerations:

  • Grade generally slopes from north to south.
  • Zaragoza Park is located at the southeast corner of the interchange
  • A utility substation is located within the northwest quadrant.

FM 1281 (Horizon Boulevard) Interchange

Operational Characteristics:Picture of traffic on Horizon Blvd.

  • Horizon Boulevard crosses over I-10 in a typical "tight diamond" configuration.
  • Currently, there are no turnarounds serving frontage road traffic.
  • Back-up occurs on the eastbound exit ramp and frontage road approaching Horizon Boulevard
  • Queuing occurs on southbound Horizon Boulevard by vehicles intending to access westbound I-10.

Geometric Considerations:

  • The interchange demonstrates a steep grade (constructed to allow Horizon Boulevard to cross over I-10).
  • A large drainage culvert runs parallel to and just east of Horizon Boulevard.
  • There are several nearby driveways along the gateway.
  • The intersection of Stockyard Drive (soon to be signalized) is located just to the south of I-10.

Because three of the four quadrants of the interchange are home to major truck destinations (primarily three large truck stops), much of the operational deficiency at Horizon Boulevard arises from the special needs of trucks. The Horizon Boulevard interchange analysis includes a survey of truck drivers conducted during the Spring of 2001. The truck survey gathered information from truck drivers who use I-10 and access I-10 using the Horizon Boulevard and Airway Boulevard intersections. The survey instrument was designed to elicit qualitative information about specific areas needing improvement.

Short-Term Interchange Recommendations

The purpose of the I-10 East Corridor Study is to address identified short- and long-term transportation corridor needs through 2025. The interchanges component would address the long-term needs at the three identified interchanges. Bottleneck conditions, however, currently exist at the Lee Trevino Drive, Zaragoza Road, and Horizon Boulevard interchanges. Two bottleneck studies are being performed using existing traffic data and focusing on short-term, lower-cost improvements that could range from striping improvements to ramp relocation. The bottleneck study recommendations may not necessarily "solve" the problems, but may provide some short-term relief prior to implementing the more significant improvements.

Transit Component

The Project Team conducted a work session in February 2001 involving technical staff from local agencies including TxDOT, Sun Metro, El Paso County, and the El Paso Metropolitan Planning Organization. The purpose of the work session was to review transit needs within the project study area and identify specific improvements to consider. Identified transit needs in the I-10 East Corridor included:

    Picture of a bus terminal

  • Targeting non-captive riders
  • Eastside employment growth and associated need for services in the off-peak direction
  • Far East El Paso Transit Terminal
  • Lower Valley Transit Terminal

Specific improvements to consider included:

  • Priority access by buses onto I-10, particularly for the HOV or Express Lanes strategies
  • Improving the service network for existing and planned park-and-rides
  • Improved pedestrian access between the Eastside Transit Terminal and nearby retail centers
  • Placement of park-and-rides that are coordinated with access points for the Express Lanes and HOV Lanes strategies

Transit improvements were incorporated into the TSM, Access Management, At-Grade General Purpose Lanes, Elevated Express Lanes, and HOV Lanes strategies according to the following table:

I-10 strategy table

The Transit Options were defined as follows:

2025 Planned Service

  • Based on the “Bus Only” Scenario from the MPO Transit Corridor Study

Service Increase

  • Reduce Headways on Planned Routes
  • Extend Routes 50, 60, 63, and 66
  • Add Horizon City Express - 1
  • Add Lower Valley Express - 1
  • Add Yarbrough PNR Express - 1

Enhanced Express

  • Service Increase
  • Add Horizon City Express - 2
  •  Add Lower Valley Express - 2
     

Parallel/Other Routes Component

In addition to I-10, the I-10 East Corridor study area includes portions of SH 20 (Alameda Avenue), FM 76 (North Loop Road), FM 1110, and Rojas Drive.

FM 76 (North Loop RoadPicture of irrigation canal along the road

As indicated under the Previous East Side Studies, FM 76 (North Loop Road) has already been studied from Trowbridge to FM 1281 (Horizon Boulevard). The I-10 East Corridor Study includes the study of North Loop Road from Horizon Boulevard to FM 1110.

Existing Conditions and Characteristics

  • Two-lanes with minimal shoulder
  • Poor condition
  • Approximately 17 intersecting cross- or side-streets
  • A canal runs parallel to the south along the majority of the route
  • Land use is mixed; the majority being farmland, with some residential and commercial

The TSM option was defined as the addition of channelized right turn lanes at the major intersections along this roadway.

The Build option was defined as four lanes with a center left-turn lane (median-controlled or continuous to be studied further).
 

SH 20 (Alameda Avenue)Picture of Alameda Avenue

As indicated under the Previous East Side Studies, SH 20 (Alameda Avenue) has already been studied from Piedras Street to Loop 375. The I-10 East Corridor Study includes the study of Alameda Avenue from Loop 375 to FM 1110.

Existing Conditions and Characteristics

  • Four-lane undivided with shoulders
  • Good condition
  • Approximately thirty-four intersecting cross- or side-streets
  • The Franklin Canal and other canals run parallel to Alameda Avenue
  • Land use is a mix of farmland, residential, and commercial
  • Alameda Avenue through the study area primarily serves City of Socorro and Town of Clint residents traveling to and from El Paso in addition to through traffic.

The TSM option was defined as the addition of channelized right turn lanes at the major intersections along this roadway.

The Build option was defined as four lanes with a raised median to control left-turns.
 

FM 1110Picture of FM 1110

The I-10 East Corridor Study includes the study of FM 1110 from I-10 to North Loop Road (northern section) and North Loop Road to Alameda Avenue (southern section).

Existing Conditions and Characteristics

  • Two-lanes with shoulders
  • North section in good condition, southern section in moderate condition
  • Northern and southern sections are not continuous
  • The southern section passes through the Town of Clint, includes several tight curves, and one at-grade railroad crossing

The south section between FM 76 (North Loop Road) and SH 20 (Alameda Avenue) was studied, but widening of this section was screened out from further consideration early in the study process. An alternate route to the west of this alignment is already planned under the No Build Strategy.

For the north section, the Build option was defined as four lanes with a center left-turn lane (median-controlled or continuous to be studied further).
 

Rojas Drive

Rojas Drive is a city street that parallels I-10 to the north from Lomaland Drive to Eastlake Boulevard. The I-10 East Corridor Study includes the entire limits of Rojas Drive.

Existing Conditions and Characteristics

  • Primarily a four-lane facility
  • Mixture of signalized intersections and stop signs
  • Rojas Drive users include mix of commercial, residential, and heavy truck traffic
  • The 2025 Metropolitan Transportation Plan depicts Rojas Drive extending to Horizon Boulevard
  • There are congestion problems at the Lee Trevino Drive intersection

Because of the interrelation of operation between Rojas and the Lee Trevino and Zaragoza interchanges, possible improvements to Rojas Drive were considered as part of the Interchange Component analysis.

Truck Improvements ComponentPicture of truck entering freeway

A number of truck freight origins and destinations have been identified in east El Paso that contribute to the concentration of truck traffic within the study corridor. Interstate-10 attracts significant through truck traffic. The Truck Improvements component considered improvements along the I-10 mainlanes, ramps, frontage road intersections, and other parallel routes that could improve maneuverability for trucks.

Many improvements targeted toward trucks were TSM-level improvements to Gateway intersection configurations. The Truck Component includes these improvements, plus improvements to address bottleneck locations (for example, at the Horizon Boulevard intersection) and general through capacity needs which substantially affect truck travel. The Truck Component was not considered as a separate strategy, but as part of the Access Management, General Purpose Lanes, Express Lanes, and HOV Lanes Strategies.

Research is already being conducted into possible truck improvements. To gather information particular to truck travel along I-10 in El Paso, a truck survey was conducted during the spring of 2001. The survey approach enabled the Project Team to listen firsthand to truck drivers about problem areas and suggestions for improvements.

Conceptual Strategy Layouts

Conceptual layouts were developed for each strategy and presented and discussed at Working Group Meeting #3. The purpose of the layouts is to provide images of the strategies to compare against what currently exists along the corridor. The images include potential changes to the mainlanes, frontage roads, and interchanges, in addition to potential right of way needs. The conceptual layouts serve as the basis for developing conceptual cost estimates, quantifying potential environmental impacts, and analyzing changes in congestion and traffic operations in the next work phase. Results of the cost, environmental, and traffic analysis were presented at Working Group Meeting #4and the Final Public Meetings.  Analysis results and evaluation process are discussed on the Final Public Meetings page. Final recommendations are presented on the I-10 East Corridor Study home page.

 


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