Study of Potential Managed Lanes I-75 South Corridor Decatur N nier pe EG 3 75 81 H am pto n R d Rd oo ls ey Up pe rW S Georgia Highway Highway 155 85 hw ay ay E Georgia High w ay 42 Jenkinsburg Ro ou 92 R N McDonough Rd ute te te Coweta State Rout e 16 W 3rd W Taylor St Griffin te Ro ute 2 36 St Jackson Rd Fayetteville Rd on Rd Spalding Sta Williamson ille ks Fa ye tte v n lo bu Ze M em ori al Ja c Study Corridor Adjacent Corridor Interstates Major Roads Roads Cities Counties State Route 3 C 85 Brooks 81 Highway E Locust Grove 155 te Sta Sta Legend Stat e Ro ute 20 20 42 Highway Hig hw H ig Henry Highway 155 5 ia Highway 81 hw ay 19-41 Highw ia Hig way dle Rd y8 rg S Georgia High Panhan wa eo McDonough Georg Sunny Side Hig h ha 42 oute e Av Mc Rd Hampton Peachtree City ck C N Highway 155 y st ugh Rd ugh Dono Lovejoy Woolsey lR d Mil ns Eva Panola Rd a hw Ave H ig Rd Georgia Highway 351 Jonesboro Rd S Fayette Ro Wesley Chape ia org 85 Ge o ec eR Stat re Fo McDono Newton N Flippen Rd Jodeco Rd d Jo way lR d Bouldercrest co Rd d. High Rd Mill Rd Mt Zion Blvd 85 Route State Flakes Rd rm on Stockbridge Jode B lv e Av E La l Rd Rd Panthersville dR d St Main W Fayetteville Rd ra Ta st ay 85 E 8 2 13 21 ay hw Hig N Henry Blvd Rd Tara Mc Donough Rd Fayetteville Highw ay 92 Snapfinger Moreland Ave SE Lee St SW Th u Rd ay Jonesb oro hw Hig Old National Hwy 42 ia Highway 314 re Fo Highway 54 W ev ett McDonough Hwy org 9 Lake y Fa Ge ay Jonesboro Rd way 212 N y 27 Clayton ille High Georgia 155 hw St SW 138 hway way High Hig en Rockdale Hig Georgia 42 Morrow Gre Mill Rd Fairview Rd ay Rd y y Hw Pk rest Wright Cir wa High Av e Fo N Conyers Browns ighw ale Riverdale Jonesbor o Rd Fo re st 75 verd Lake City Tara Blvd Union City 675 Forest Park r Ri Uppe wy ia H d ls Pk Shoa rg Geo sR oal Flat ve dA Sh Rd ie Rd Old Dix Flat Sul livan Hwy Lithonia 20 DeKalb elan Mor Conley Rd College Park Roosevelt Gwinnett Rd Pleasant Hill n SE Hapeville wy gto Rd Fulton Dr ton H vin Co oro sb East Point Rainbow ving Hill Rd Metropolitan Pkwy SW lton Co Turner pbel Laurel Ave SW Glenwood Rd Rd Cam SW Rd Glenwood Ave SE ne Jo 285 Atlanta Panola Rd C SW e Av dler Can SW de ca as Pryor St SW Memorial Dr SE Cascad e Rd hu Art D r rK n lto Bo wy Pk State Rou te 16 Butts SM Rd rn Ba es vil le -J ac ks on erry ulb Rd Orchard Hill The Study of Potential Managed Lanes on the I-75 South Corridor explored the use of pricing strategies along one of Atlanta’s most congested corridors to reduce congestion, increase safety, and improve reliability. The I-75 South Study Area extends from I-285 south of Atlanta to SR 16 in Butts County. This stretch of I-75 is already one of the busiest interstate corridors in the Atlanta region, with over 210,000 vehicles per day. Travel times along the corridor are forecasted to increase 150% by 2030. I-75 Southbound near Hudson Bridge Road 75 St Study of Potential Managed Lanes on the I-75 South Corridor Study Goals What was studied? The I-75 South Managed Lanes Study was intended to evaluate the proper combination and configuration of managed lanes along the I-75 South corridor from I-285 south to SR 16 in Butts County. Managed lanes are proposed to accommodate the expected increase in travel demand, provide a corridor with guaranteed mobility referred to also as “congestion insurance”, and provide a guideway for the increasingly popular commuter express bus services operating in the corridor. The study goals were three fold: The study explored eight different managed lanes options – each combining different applications of vehicle eligibility, pricing, and access control. These options included : ◆◆ Evaluate the feasibility of value pricing techniques on the I-75 corridor to better manage travel and optimize the use of the corridor; ◆◆ Evaluate specific techniques to address the efficient movement of freight; and Alternative A-1 Two HOT2+ lanes each direction along I-75 from I-285 to SR 16 Alternative A-2 Two HOT3+ lanes each direction along I-75 from I-285 to SR 16 Alternative A-3 Two ETL for passenger cars each direction along I-75 from I-285 to SR 16 Alternative B Two voluntary TOT lanes each direction along I-675 and along I-75 from I-675 to SR 16 Alternative C-1 Two HOT2+ lanes each direction along I-75 from I-285 to SR 16 and two voluntary TOT lanes each direction along I-675 and along I-75 from I-675 to SR 16 Alternative C-2 Two HOT3+ lanes each direction along I-75 from I-285 to SR 16 and two voluntary TOT lanes each direction along I-675 and along I-75 from I-675 to SR 16 Alternative C-3 Two ETL for passenger cars each direction along I-75 from I-285 to SR 16 and two voluntary TOT lanes each direction along I-675 and along I-75 from I-675 to SR 16 Alternative D Two ETL lanes for cars and trucks each direction along I-75 from I-285 to SR 16 ◆◆ Identify the most efficient use of public funds in the corridor to optimize system benefits. The following objectives were identified for the I-75 South Managed Lanes: ◆◆ Increase throughput of people and vehicles in the corridor. ◆◆ Maintain free-flow speeds in the managed lanes. ◆◆ Increase trip reliability through predictable travel times. ◆◆ Provide travel alternatives by accommodating transit and/or carpools. The following tasks were included as part of the study: Types of Managed Lanes Existing Traffic Conditions Analysis – assessment of travel patterns along the corridor using field data and microsimulation tools. Managed lanes refer to a combination of management tools and techniques used to improve efficiency and meet certain corridor and community objectives. Types of managed lanes include High Occupancy Vehicle Lanes (HOV), High Occupancy Toll Lanes (HOT), Truck Only Toll (TOT) Lanes, and Express Toll Lanes (ETL). Managed lane types vary based on vehicle eligibility, pricing, and access control. High Occupancy Toll lanes that allow vehicles with two or more people to utilize the lanes for free are referred to as HOT2+, while those requiring three or more people to ride for free are called HOT3+. ETL lanes require all users to pay a toll with the exception of some transit vehicles. ETL lanes may allow passenger cars only or be available to cars and trucks. TOT lanes are voluntary lanes that can only be utilized by predefined classes of trucks and potentially some transit vehicles. A managed lane increases “throughput” and moves more people than a regular highway lane by accommodating transit, carpools, and paying vehicles. Stated Preference Survey – evaluation of the public perception and the potential pricing structure for the usage of the lane. Public Outreach – education and outreach to drivers in the area and the freight community. Traffic and Revenue Analysis – assessment of the viability of tolling and the expected revenue over a long-term time frame. System Analysis – evaluation of managed lane alternatives and their impact on the operations of the I-75 South corridor and the surrounding transportation system. Toll Collection Design Concepts – assessment of potential toll technology alternatives for the corridor. Sensitivity Tests – “what if” testing of scenarios on a series of key risk factors to quantify the potential impacts to the resulting managed lane concepts and traffic and revenue streams. Capital Cost Estimation – development of conceptual level capital cost estimates for four potential managed lane configurations. Next Steps – recommendations for project phasing, funding options, and next steps for improvements to the corridor. 75 Study of Potential Managed Lanes on the I-75 South Corridor What did the study find? ◆◆ Constructing managed lanes will have an overall impact on the travel demand, travel patterns, and traffic operations in the I-75 South corridor. ◆◆ Constructing managed lanes will have a significant reduction in total vehicle delay within the 5-mile transportation system and parallel corridors. The total daily vehicle delay decreases by a range of 10 percent to 33 percent in 2030. ◆◆ Transit vehicles (permitted to ride for free in the managed lanes) benefit from higher operating speeds, reliable travel times, additional mobility, and increased headways with a need for fewer buses. ◆◆ Capital costs for constructing managed lanes on the I-75 South Corridor range from $1.4 Billion to $3.4 Billion depending on lane configuration and available right of way (in 2007 dollars). Thirty year accumulated gross revenue streams are estimated in the $1.4 Billion to $2.4 Billion range (in 2007 dollars), indicating the project is likely financially viable. 2030 Corridor Travel Speeds General Purpose (GP) Lanes vs. Managed Lanes (ML) 60 Speed (MPH) 50 40 30 No ML GP Speed 20 10 0 No ML Project Two Extra GP Lanes Alt A–1 Alt A–2 Alt A–3 Alt B Alt C–1 Alt C–2 Alt C–3 Alt D Investment Alternatives General Purpose lane speed Managed lane speed ◆◆ Constructing managed lanes can provide reliable travel times (at or above 45 mph) for people who choose to use managed lanes. The average speeds on the existing general purpose lanes along the corridor improve from six to 13 mph by 2030. However, congestion is NOT eliminated in the existing lanes, due to the attraction of additional vehicles from parallel facilities. Truck Only lane speed 2030 Corridor Daily Demand Vehicles & Persons 350,000 Vehicles/Persons 300,000 250,000 200,000 150,000 100,000 50,000 No ML Project Two Extra GP Lanes Vehicles Alt A–1 Alt A–2 Alt A–3 Alt B Alt C–1 Alt C–2 Investment Alternatives Persons Alt C–3 Alt D ◆◆ Managed lanes will increase the volume throughput of both persons and vehicles along the I-75 South corridor. The total daily vehicle volume is forecasted to increase by a range of seven percent to 16 percent in 2030; while the total daily person volume is forecasted to increase by a range of eight percent to 20 percent in 2030. 75 Study of Potential Managed Lanes on the I-75 South Corridor Conclusions The intent of this study is to determine the financial and operational feasibility of the managed lanes (HOT, ETL, TOT) on the I-75 South corridor, through a planning-level analysis, and to initiate a process that may ultimately lead to future project implementation and operations. Based on the combined assessment of traffic and toll revenue, system analysis, toll technology, and capital costs, Alternative A-3 Express Toll Lanes (Cars Only) was selected as the preferred alternative for the corridor - due to revenue potential vs. estimated costs. It is considered to be the alternative that provides the most efficient use of public funds. Alternatives A-1 (HOT2+) and A-2 (HOT3+) were eliminated based on the service provided, cost vs. benefits, and vehicle occupancy enforcement limitations. Alternative B (TOT) does not maximize benefits during the peak periods since passenger cars can not take advantage of the lane and 94% of peak period congestion is cars. Alternatives C-1 (HOT2+/TOT), C-2 (HOT3+/TOT), & C-3 (ETL/TOT) have a very large footprint due to the number of lanes (4 additional lanes each direction) and therefore have a very high cost for the amount of traffic that will benefit, impacting financial viability. For more information, contact: Patrick Vu Senior Transportation Consultant Phone: 404-893-6100 patrickvu@georgiatolls.com Mary Sallach Policy and Program Consultant Phone: 404-893-6106 msallach@georgiatolls.com 101 Marietta Street, Suite 2500 Atlanta, GA 30303 Visit the study website at www.srta-valuepricing.net Visit the SRTA website at www.georgiatolls.com Alternative D (Mixed ETL) is another alternative to keep in close consideration for further evaluation. Operationally, Alternative D (Mixed ETL) needs further analysis of larger vehicles mixing with smaller vehicles when planning roadway characteristics of the managed lane facility. Extra planning is required to guarantee that cars and trucks can share the facility safely and efficiently. Moving Forward If a decision is made to proceed with the implementation of the lanes, the following steps should occur: ◆◆ Financial Feasibility Study ◆◆ Engineering Design and Traffic Analysis ◆◆ Public Outreach Program and Marketing Program ◆ ◆ Federal Highway Administration (FHWA) Coordination and Approval ◆◆ Atlanta Metro and Local Transit and Transportation System Connections ◆◆ Operations and Enforcements ◆◆ Monitoring Program ◆◆ NEPA Process. 75