TEAM INTRODUCTIONS ODOT Randle White - Division 8 Engineer Mark - PowerPoint PPT Presentation

TEAM INTRODUCTIONS  ODOT  Randle White - Division 8 Engineer  Mark Zishka - Division 8 Construction Engineer  Jennifer Tyler - Claremore Residency  Siv Sundaram - Environmental Programs  Ben Mazloompour - Roadway  Mohammed Elyazgi - Bridge  Diana Barlow - Right-of-Way & Utilities  Frank Roesler III - Public Involvement Officer  GARVER  Brent Schniers - Project Manager  Kirsten McCullough - Environmental Lead  Kevin Moore - Roadway Lead  Matthew Youngblood - Bridge Lead  Nick Braddy - Roadway Engineer  Lacee Stanley - Environmental Specialist

PURPOSE OF THIS MEETING …is to Present Information and Obtain Public Input on the Reevaluation of SH-20 From NS-408 (209 E. Ave.) to NS-411 (Franklin Rd.) in Rogers County N

PURPOSE OF THE PROJECT …is to Improve Safety and Traffic Mobility on SH -20 To Owasso 209 E. Ave. NS-408 Skyline Dr. To Claremore N Franklin Rd. NS-411 EW-490 Keetonville Rd.

PROJECT HISTORY  A Corridor Study and Environmental Assessment (EA) for SH-20 from US-75 to Claremore was Completed in 2000 With a Finding of No Significant Impact (FONSI) Issued by the Federal Highway Administration (FHWA). Collinsville Claremore Owasso Source: 2000 Environmental Assessment

PROJECT HISTORY  EA Approved a 4-Lane Section On Existing Alignment From US-75 to 209 th E. Ave. o o New Alignment at Keetonville Hill and Across Verdigris River Collinsville Current Project Claremore Designed and/or Constructed Owasso Source: 2000 Environmental Assessment

PROJECT HISTORY  The EA Approved a 4-Lane Divided Roadway With Shoulders  SH-20 is on a New Alignment Southwest of Existing SH-20 for the Keetonville Hill Project Existing SH-20 Proposed SH-20 Source: 2000 Environmental Assessment

PROJECT HISTORY  Modifications to the Realignment and Typical Section are Incorporated into the Project Because of New Developments o Change to a 5-Lane Curb and Gutter Roadway With Center Turn Lane o Slight Modification to the Horizontal Alignment to Avoid New Homes o More Investigation Into Vertical Profile Existing New SH-20 Development Proposed SH-20

PROJECT DEVELOPMENT PROCESS Develop Initial Identify Data Preliminary Problem Collection Alternates Initial Public Alternate Meeting Screening TODAY  These Steps Were all Followed as Part of Development of the EA  ODOT is Revisiting These Steps in More Detail for the Reevaluation of this Segment of SH-20

PROJECT CORRIDOR INFORMATION o Two Existing Bridge Structures  General Data  Verdigris River Overflow o Two-Lane Roadway - Minor  Verdigris River Arterial o Traffic o Local Intersecting Roads  Current (2014) 12,500 Vehicles/Day NS-408 (209 th E. Ave.)   Future (2037) 18,600 Vehicles/Day  NS-410 (Keetonville Rd.) o Existing Speed  NS-411 (Franklin Rd.)  Posted at 55 mph  Several Areas With Speed Warnings To Owasso 209 E. Ave. NS-408 Skyline Dr. To Claremore N Franklin Rd. NS-411 EW-490 Keetonville Rd.

PROJECT CORRIDOR INFORMATION o Two Existing Bridge Structures  General Data  Verdigris River Overflow o Two-Lane Roadway - Minor  Verdigris River Arterial o Traffic o Local Intersecting Roads  Current (2014) 12,500 Vehicles/Day NS-408 (209 th E. Ave.)   Future (2037) 18,600 Vehicles/Day  NS-410 (Keetonville Rd.) o Existing Speed  NS-411 (Franklin Rd.)  Posted at 55 mph  Several Areas With Speed Warnings To Owasso 209 E. Ave. NS-408 Skyline Dr. To Claremore N Franklin Rd. NS-411 EW-490 Keetonville Rd.

EXISTING CONDITIONS WARRANT IMPROVEMENT  Hill Slides  Roadway Deficiencies o Sharp Horizontal Curves o Limited Sight Distance o Narrow Shoulders o Restricted Traffic Flow/Capacity Identify Initial Data Alternate Preliminary Problem Collection Alternates Screening

EXISTING CONDITIONS WARRANT IMPROVEMENT cont’d….  Existing Bridge Conditions o Age of Structures vs. Design Life o SH-20 Over Tributary to Verdigris River  Narrow Width (31’ - 0” Clear Roadway) o SH-20 Over Verdigris River  Narrow Width (31’ - 0” Clear Roadway)  Considered “ At-Risk ” – Near Structurally Deficient Identify Initial Data Alternate Preliminary Problem Collection Alternates Screening

EXISTING DEFICIENCIES LEAD TO HIGH ACCIDENT RATE  Accident Data o 138 Total Over Previous 7 Years (2009-2015)  59 Property Damage  76 Injury  More Injury Collisions 3 Fatal 2.5x Compared to To Owasso 6 3 6 8 Statewide Rate 4 5 4 4 209 E. Ave. NS-408 5 9 7 Skyline Dr. 1 6 To Claremore 5 N 1 4 3 5 7 4 6 Franklin Rd. 6 1 6 EW-490 NS-411 6 8 7 Keetonville Rd. Identify Initial Data Alternate Preliminary Problem Collection Alternates Screening

PROJECT AREA CONSTRAINTS  Identified Key Project Features/Constraints and Collected Data o Developments  Homes  Businesses o Traffic Data o Right-of-Way o Utilities o Geological o Environmental Identify Initial Data Alternate Preliminary Problem Collection Alternates Screening

PROJECT AREA CONSTRAINTS cont’d….  Study Area o Area of Data Collection o Investigate Changed Conditions Since 2000 EA o Compare the Impacts of the Different Vertical Options o Database Research and Field Reconnaissance To Owasso 209 E. Ave. NS-408 Skyline Dr. To Claremore N Franklin Rd. NS-411 EW-490 Identify Initial Data Alternate Preliminary To Keetonville Rd. Problem Collection Alternates Screening

PROJECT AREA CONSTRAINTS cont’d….  Homes and Businesses o Numerous Homes and Businesses o Primary Avoidance Constraint o Noise Also a Consideration To Owasso 209 E. Ave. NS-408 Skyline Dr. N Franklin Rd. To Claremore NS-411 EW-490 Keetonville Rd. Identify Initial Data Alternate Preliminary Problem Collection Alternates Screening

PROJECT AREA CONSTRAINTS cont’d….  Community Facilities o Limestone Fire Department o Hilldale Baptist Church o Lone Elm Cemetery o All Will Be Avoided To Owasso 209 E. Ave. NS-408 Limestone Fire Department Skyline Dr. Hilldale Baptist Lone Elm Church Cemetery To Claremore N Franklin Rd. NS-411 EW-490 Keetonville Rd. Identify Initial Data Alternate Preliminary Problem Collection Alternates Screening

PROJECT AREA CONSTRAINTS cont’d….  Streams and Wetlands o Numerous Streams and Wetlands o Verdigris River  Critical Habitat for Rabbitsfoot (Mussel) To Owasso 209 E. Ave. NS-408 Skyline Dr. To Claremore N Franklin Rd. NS-411 EW-490 Keetonville Rd. Identify Initial Data Alternate Preliminary Problem Collection Alternates Screening

PROJECT AREA CONSTRAINTS cont’d….  Streams and Wetlands o Numerous Streams and Wetlands o Verdigris River  Critical Habitat for Rabbitsfoot (Mussel) To Owasso 209 E. Ave. NS-408 Skyline Dr. To Claremore N Franklin Rd. NS-411 EW-490 Keetonville Rd. Identify Initial Data Alternate Preliminary Problem Collection Alternates Screening

PROJECT AREA CONSTRAINTS cont’d….  Oil/Gas Wells o Locations From OK Corporation Commission Info o Some Were Field Identified To Owasso 209 E. Ave. NS-408 Source: Oklahoma Corporation Commission Skyline Dr. To Claremore N Franklin Rd. NS-411 EW-490 Keetonville Rd. Identify Initial Data Alternate Preliminary Problem Collection Alternates Screening

DEVELOPMENT OF ALTERNATES  Consistent With Approved Alignment From EA  Proposed Improvements for all Alternates o 5-Lane Roadway Section  Four 12-Foot Driving Lanes (Two Each Direction)  14-Foot Center Turn Lane  Curb and Gutter With 2-Foot Shoulder  45 mph Design Speed o Reconstruct Bridges  Improvements Lead to Increased Capacity and Safety Identify Initial Data Alternate Preliminary Problem Collection Alternates Screening

DEVELOPMENT OF ALTERNATES cont’d….  Improvements to Existing Facility not Feasible o Difficult to Keep Existing Roadway Open During Construction o Existing Sharp Horizontal Curves o Hill Slides Identify Initial Data Alternate Preliminary Problem Collection Alternates Screening

DEVELOPMENT OF ALTERNATES cont’d….  SH-20 Horizontal Alignment o Same for all Alternatives Considered o Follows 2000 EA Alignment  Vertical Alignment o 3 Alternatives Considered o Elevation Change at Keetonville  Cut/Fill/Bridge  County Roads To Owasso 209 E. Ave. NS-408 Skyline Dr. To Claremore EW-490 Keetonville Rd. Identify Initial Data Alternate Preliminary Problem Collection Alternates Screening

DEVELOPMENT OF ALTERNATES cont’d….  SH-20 Horizontal Alignment o Same for all Alternatives Considered o Follows 2000 EA Alignment  Vertical Alignment o 3 Alternatives Considered o Elevation Change at Keetonville  Cut/Fill/Bridge  County Roads To Owasso 209 E. Ave. NS-408 Skyline Dr. To Claremore EW-490 Keetonville Rd. Identify Initial Data Alternate Preliminary Problem Collection Alternates Screening