Meeting Objectives Update project status Update Purpose and Need - - PDF document

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Meeting Objectives Update project status Update Purpose and Need - - PDF document

COMMUNITY ADVISORY GROUP MEETING #4 January 18, 2011 Meeting Objectives Update project status Update Purpose and Need Review Community Advisory Group Meeting #3 Engineering Toolbox Alternative Development Workshop Next steps


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COMMUNITY ADVISORY GROUP MEETING #4

January 18, 2011

Meeting Objectives

 Update project status  Update Purpose and Need  Review Community Advisory Group Meeting #3  Engineering Toolbox  Alternative Development Workshop  Next steps

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Project Status Purpose and Need Report

PROBLEM STATEMENT

  • CAG WORKSHOP
  • COMMUNITY CONTEXT SURVEY

ENGINEERING ANALYSIS

CRASH DATA ANALYSIS

PURPOSE AND NEED REPORT

  • CRASH DATA ANALYSIS
  • TRAFFIC DATA ANALYSIS

PUBLIC AND AGENCY COORDINATION

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WHAT IS THE PURPOSE AND NEED?

Need is a tangible fact based problem ; i e a Need is a tangible fact based problem ; i.e. a transportation deficiency Purpose is an overarching statement of why you are pursuing the project; objectives that will be met to pursuing the project; objectives that will be met to address the transportation deficiency

Purpose and Need Report

Need: Address Operational Deficiencies

Traffic signal delay Unacceptable level of service on Weber Road High volume turn movements Inadequate lane Signals (traffic/ pedestrian) Street lighting/

Technical Analysis Problem Statement Stakeholder Input

service on Weber Road and I‐55 ramps Inadequate lane marking Merging issues Poor signage Traffic signal delay Street lighting/ pedestrian lighting Roadways compatible to existing businesses Roadways compatible to existing commuting patterns

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Purpose and Need Report

Need: Improve Capacity

Projected increase in traffic volumes Substandard geometrics High volume of trucks No alternate north‐ south routes Industrial centers and commercial areas Commuter corridor

Technical Analysis Problem Statement Stakeholder Input

Substandard geometrics (travel lanes, intersections) south routes Inadequate access to I‐ 55 Congestion Commuter corridor Congestion and delay

Purpose and Need Report

Need: Improve Safety

High number of crashes Multi‐modal conflicts Motorist delay Prevents efficient access Traffic Safety Congestion and delay

Technical Analysis Problem Statement Stakeholder Input

High number of rear‐ end and sideswipe collisions Crashes data consistent with congestion No crosswalks or continuous bike paths Congestion Lack of pedestrian, ADA, and bike facilities Improve pedestrian access and bike path continuity Handicap accessibility Sidewalks and pedestrian crossings Bike lanes/recreation facilities

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Project Purpose

The purpose of the proposed action is to address congestion and mobility problems in the Weber Road corridor identified in the study area, improve community connectivity, and improve access for commercial and residential users of I‐55 and Weber Road Road.

Project Purpose

The purpose of the proposed action is to address

  • perational,

capacity and safety deficiencies of the interchange capacity, and safety deficiencies of the interchange at Interstate 55 and Weber Road in Will County, Illinois.

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Project Purpose

The purpose of the proposed action is to address

  • perational, capacity, and safety deficiencies of the

interchange at Interstate 55 and Weber Road in Will County, Illinois.

Purpose and Need Report

QUESTIONS

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Alternative Development Process Alternative Development Process

Review CAG #3

Identify Context p Context Define Problem Evaluation Criteria Define and Evaluate Alternatives Identify Stakeholders

Considerations

Preferred Alternative

Considerations

Stakeholder Considerations / Community Assets Environmental Considerations / Compatibility with the Environment Engineering Considerations / Transportation Needs

Alternative Development Process Alternative Development Process

Review CAG #3

Identify Context p Context Define Problem Evaluation Criteria Define and Evaluate Alternatives Identify Stakeholders Preferred Alternative Establish transportation performance measures Inventory existing environmental constraints Identify evaluation metrics

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Alternative Development Process Alternative Development Process

Review CAG #3

Identify Context p Context Define Problem Evaluation Criteria Define and Evaluate Alternatives Identify Stakeholders Preferred Alternative Develop initial alternatives with stakeholders Confirm alternatives meet Purpose and Need and compare

transportation performance

Eliminate low ranked alternatives

Alternative Development Process Alternative Development Process

Review CAG #3

Identify Context p Context Define Problem Evaluation Criteria Define and Evaluate Alternatives Identify Stakeholders Preferred Alternative Detailed engineering and environmental analysis of remaining

alternatives

Evaluate performance, impacts, and costs Recommend preferred alternative

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Engineering Toolbox

 Interchange Improvements  Weber Road Improvements  Non‐Motorized Improvements

Engineering Toolbox

 Interchange Improvements  Weber Road Improvements  Non‐Motorized Improvements

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Interchange Improvements

CLOVERLEAF CLOVERLEAF

 Free‐flowing traffic  Large footprint  Weaving sections  Weaving sections  Not pedestrian friendly

Interchange Types

I‐55 at Lemont Road

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Interchange Improvements

Diamond Diamond

 Signal controlled

intersections

 Smaller footprint

Interchange Types

I‐88 at IL‐59

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Interchange Improvements

Partial Cloverleaf Partial Cloverleaf

 No weaving  Some free‐flowing

movements

 Some signal control  Smaller footprint in

some quadrants

Interchange Types

I‐80 at La Grange Road

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Interchange Improvements

Split Diamond Split Diamond

 Signal controlled

intersections

 Access split at two

locations locations

 Frontage road system

Interchange Types

I‐290/IL‐53 at Algonquin Road

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Interchange Improvements

Single Point Urban Diamond (SPUDI)

 Small footprint  One signalized

intersection intersection

 Large structure

Interchange Types

I‐55 at Cicero Avenue

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Interchange Improvements

Diverging Diamond Diverging Diamond

 Small footprint  Accommodates heavy

left turn traffic

 Free flow Interstate

entrances

 Driver unfamiliarity

Interchange Types

Diverging Diamond Interchange

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Interchange Types

Pioneer Crossing I‐15 to Redwood Road, Utah

Engineering Toolbox

 Interchange Improvements  Weber Road Improvements  Non‐Motorized Improvements

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Weber Road Improvements

Existing Lanes Added Lane Added Lane Lanes

Additional Capacity Weber Road Improvements Lighting

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Weber Road Improvements

Raised Median Median

Access Control Weber Road Improvements

Physically Separated Turn Lanes Turn Lanes

Channelization

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Weber Road Improvements

 Additional turn lanes  Improved traffic signal

coordination

 Turn prohibitions  Improved signage/striping

Intersection Improvements p g g p g

 Pedestrian/Bicyclist

accommodations

Engineering Toolbox

 Interchange Improvements  Weber Road Improvements  Non‐Motorized Improvements

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Non‐Motorized Improvements

Improved Pedestrian Facilities

Non‐Motorized Improvements

Improved ADA Facilities

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Non‐Motorized Improvements

Improved Bicycle Facilities

Non‐Motorized Improvements

 Real‐time traveler information  Real time traveler information  Variable/dynamic messaging  511 systems  Adaptive signal control

Intelligent Transportation Systems (ITS)

 Trailblazer signs

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Alternative Development Workshop

Alternative Development Workshop

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Alternative Development Workshop Next Steps

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Thank You!

Community Advisory Group Meeting #5 Range of Alternatives TBD