I-66 Inside the Beltway Feasibility Study
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1 I-66 Inside the Beltway Feasibility Study
2 Feasibility Study
3 Study Process Context Sensitive Dialogues Corridor Assessments / Data Collection Problem Statement Refinement Concept Development Concept Evaluation Feasibility Recommendations
4 Study Schedule
5 Public Outreach Update Public Meetings 18 Interviews with Community Leaders 11 Community Dialogues 2 Public Workshops 1 Open House Newsletter No. 2
6 Additional Community Involvement Web Site Toll Free INFO Line Question of the Week Various Comment Forms 42,000 Newsletters Newspaper Advertisements Telephone Survey
7 Telephone Survey Solutions did not differ significantly for those living inside or outside the Beltway. Stakeholders believe I-66 I is becoming more congested. 47% of commuters rated bus / rail transit as their first choice to reduce congestion. 52% suggested road widening as a solution. 57% say doing nothing is the least popular solution.
8 Data Collection Existing GIS Data from Localities MWCOG Aerial Analyses (Skycomp( Skycomp) ) of Congestion Trip Information from Telephone Survey Digital License Plate Analysis Tube Counts Transit Profiles Relevant Transit Studies Travel Time Logs (All Modes)
9 Revised Problem Statement Demand Analysis Increase in Volumes Increase in Transit Ridership Demand for all Multimodal Components Geometric Deficiencies Spot Congestion Lane Imbalance Weaving and Merging Problems Limited Sight Distances Insufficient Shoulders
10 Revised Problem Statement Operating Deficiencies Capacity Deficiencies on I-66I Transit Ridership Constraints Activity Center Accessibility Increase in Travel Times Origins and Destination Analysis Transit Accessibility Economic Vitality Emergency Evacuation Considerations High Incident Locations
11 Mainline Counts Mainline Counts Capital Beltway Leesburg Pike Dulles Connector Road Westmoreland St Lee Highway (East Falls Church) Sycamore St Glebe Rd Lee Highway (Spout Run) Lynn St (East Rosslyn) Westbound 36,000 38,000 57,000 57,000 52,000 52,000 43,000 48,000 40,000 33,000 47,000 Westbound I-66 I-66 Eastbound 38,000 36,000 73,000 53,000 53,000 64,000 42,000 53,000 47,000 40,000 55,000 Eastbound Fairfax Dr West Rosslyn I-66 Mainline Volumes Annual Average Daily Traffic Source: VDOT Average Daily Traffic Volumes 2003
12 Ramp Counts Ramp Counts Dulles Connector Road Westmoreland St Lee Highway (East Falls Church) Sycamore St Glebe Rd Lee Highway (Spout Run) Lynn St (East Rosslyn) I-66 3,699 2, , ,026 2, ,572 I-66 Fairfax Dr West Rosslyn I-66 Ramp Volumes AM Peak Hour (7:30-8:30) Tuesdays - Thursdays Source: Tube counts conducted November 2004
13 Fairfax Drive On-Ramp Counts Average 15-minute flow rate MTWTF TWT SS :00 AM 2:00 AM 4:00 AM 6:00 AM 8:00 AM 10:00 AM 12:00 PM 2:00 PM 4:00 PM 6:00 PM 8:00 PM 10:00 PM 12:00 AM
14 Level of Service - AM Peak Period
15 Level of Service - PM Peak Period
16 Average Travel Speeds I Average Speed (mph) AM 7 AM 8 AM 9 AM 10 AM 11 AM 12 PM 1 PM 2 PM 3 PM 4 PM 5 PM 6 PM 7 PM Time of Day
17 Orange Line Capacity Orange Line Metrorail AM Inbound Peak Hour Ridership and Passenger Capacity at Selected Locations Person Trips/Hour Ridership 2025 Passenger Capacity Vienna-Dunn Loring Dunn Loring-West Falls Ballston-Virginia Square Church Location Court House-Rosslyn Note: Supply is based on projected Orange Line and Dulles Rail operating plans per Core Capacity Study. Orange Line from Vienna operates with 10 trains per hour and the Dulles line operates with 11 trains per hour. From East Falls Church to the Core, 21 trains per hour will operate. All trains are 8-car trains with 120 passengers per car. Demand shown is from Core Capacity Study.
18 Digital License Plate Analysis Time VA MD DC Other Total "CF" "CX" Clean Fuel 6:00-6: % 6:30-6: % 7:00-7: % 7:30-7: % 8:00-8: % 8:30-8: % 9:00-9: % 9:30-9: % 15:00-15: % 15:30-15: % 16:00-16: % 16:30-16: % 17:00-17: % 17:30-17: % 18:00-18: % 18:30-18: % 6, , % All Vehicles I-66 WB Fairfax Dr. MD 8% DC 1% Other 9% VA 82%
19 Origins and Destinations Matching Sites A and H: Westbound I-66 from Rosslyn Tunnel to Virginia Lane
20 Origins and Destinations Matching Sites A and I1: I-66 at Rosslyn Tunnel to VA-267 approaching I-495
21 Origins and Destinations Matching Sites A and I2: I-66 at Rosslyn Tunnel to Dulles Airport Access Road
22 Origins and Destinations Site E: Westbound I-66 Entrance Ramp from Fairfax Drive (Ballston)
23 Origins and Destinations Site G: Westbound I-66 Entrance Ramp from Washington Boulevard (East Falls Church)
24 Origins and Destinations Site D: Westbound I-66 Exit Ramp to Glebe Road (Ballston)
25 Concept Development Based on Community Dialogues Categories Included: No Build HOV Current Configuration HOV Additional Lane HOT Current Configuration HOT Additional Lane
26 Concept Development (Cont.) Categories Included: Roadway Widening (All Lanes HOV 3 in PM Peak) Spot Improvements Express Bus Orange Line / Metrorail Bus Rapid Transit (BRT)
27 Evaluation of the Concepts
28 Evaluation Criteria Criteria Developed As Part of Community Dialogues Four Major Categories: Measures of the Problem Measures of the Solution Measures of Environmental Impact Measures of Effectiveness
29 Recommended Concepts
30 Improvements Possible within Existing Right-of of-way Roadway Widening Can Be Accommodated with Inclusion of Design Exceptions Five Locations May Require Exceptions Reduced Width - Shoulders and/or Travel Lanes
31 Typical Section Westover Park
32 Existing Typical Section Westover Park
33 No Design Exceptions Typical Section Westover Park
34 Design Exceptions Typical Section Westover Park
35 Typical Section Westover Park Bus Lanes with No Design Exceptions
36 Typical Section Westover Park Bus Lanes with Design Exceptions
37 Additional Analysis Modifications to the COG Model Corridor Simulation Model Updated Mapping Analysis of Eastbound Effects
38 Recommendations Multimodal Location Study to Include Roadway Widening with Managed Lane and/or Dedicated Bus Lane Interim Improvements Shoulder Improvements Signing and TMS Enforcement Areas Safety Improvements Signalization of Parallel Routes Ramp Metering Changes
39 Recommendations Metrorail Study Advanced by Appropriate Agencies Additional Coordination Localities and Agencies Emergency Response and Preparedness Agencies Public
40 Remember.... Study Purpose The purpose of this study is to gather data and evaluate concepts that decision makers can consider in deciding whether to pursue the implementation of any improvements. No action or construction is being proposed by this study.
41 Contact Information Send your comments to: Idea Jermantown Road Suite 300 Fairfax, Virginia or by Call the toll-free INFO line: Visit the Idea-66 Website at:
3 ASSESSMENT OF THE CORRIDOR
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