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Highways 5/16/99 Intersection Realignment

Highways 5/16/99 Intersection Realignment. Project Team. Lindsey Thomann- Project Manager Jessica Young- Project Engineer Erik Dolmseth- Project Engineer/Client Liaison Julie Roebel- Project Engineer. Overview. Project Description Design Requirements Project Approach Design Solution

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Highways 5/16/99 Intersection Realignment

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  1. Highways 5/16/99 Intersection Realignment

  2. Project Team • Lindsey Thomann- Project Manager • Jessica Young- Project Engineer • Erik Dolmseth- Project Engineer/Client Liaison • Julie Roebel- Project Engineer

  3. Overview • Project Description • Design Requirements • Project Approach • Design Solution • Conclusion

  4. Project Description • Client • David Burrus, Naval Support Activity, Crane Division • Located in Crane, Indiana

  5. Project Description Legend: Building 36 Building 34 N Proposed Parking Lot Railroad Highway 16 Highway 5 Highway 99

  6. Design Requirements • CLIENT REQUESTS • Realign intersection to meet AASHTO requirements • Propose ideas for a parking lot • Create a storm water drainage plan • Locate utilities and indicate whether they must be moved

  7. Design Requirements • CONSTRAINTS • Railroads and buildings remain in place • Parking lot must be 25 meters away from buildings • Meet or exceed INDOT and AASHTO

  8. Project Approach • Codes & Regulations • Preliminary Feasibility Study • Utility Investigation • Traffic Study • Photographic Study • Topographical Investigation • Realignment Design Options • Assessment of Options

  9. Codes and Regulations • AASHTO • INDOT • FHWA • MUTCD • IDEM • EPA

  10. Preliminary Feasibility Study • Zoning Investigation • Site Characteristics and Soil Study • Streams, Floodplains, and Wetlands Study • Recommendation to Proceed

  11. Legend: Water Main Gas Main Overhead Power Lines Utility Investigation • Relocation • Electric Poles -$26,000 • Telephone/Optic -$18,500 • Gas -$10,000 • Remain in Place • Water • Sanitary Sewer

  12. Traffic Study N Traffic Count from 5:55 a.m. – 6:10 a.m.

  13. Photographic Study

  14. Topographical Investigation N Highway 16 Highway 5

  15. Legend: Project Area Highway 5 Highway 99 Highway 16 Design Options N Option 3: Relocate Both Highways 16 and 99 Option 1: Relocate Highway 16 Eastward Option 4: Create a Roundabout Option 5: Relocate Highway 16 East of Overhead Power Lines Option 2: Relocate Highway 99 Westward

  16. Assessment of Options • Decision Matrix • Criteria • Safety • Cost • Clearance time • Driver comfort • Recommendations • Based on results of matrix

  17. Assessment of Design Options Explanation of Safety Analysis Ratings Explanation of Clearance Time Analysis Ratings Explanation of Initial Cost Analysis Ratings Explanation of Driver Comfort Analysis Ratings

  18. Assessment of Design Options 1 Relocate Highway 16 East of Overhead Power Lines 2 3 2 2 2.3 2

  19. Legend: Project Area Highway 5 Highway 99 Highway 16 Final Design N Option 5: Relocate Highway 16 East of Overhead Power Lines

  20. Pavement Design • Estimated 219,000 trucks over 10 year period • 2% increase per year • The Asphalt Institute Thickness Design • ESAL = 519, 700 • Mr = 9300 psi

  21. Pavement Design 5 in. 6 in.

  22. Pavement Design Legend: 3 in. thick HMA Surface 4.5 in. thick Intermediate Course 8 in. thick Aggregate Base Existing Soils • HMA Design • 12 foot Driving Lanes • Sloped Shoulder

  23. Parking Lot • 63 Parking Spaces • 5 Handicapped Spaces HW 16

  24. Parking Lot 7 Parking Spaces 5 Handicapped Spaces 56 Parking Spaces

  25. Parking Lot 7 Parking Spaces 5 Handicapped Spaces 56 Parking Spaces

  26. Traffic Control Plan N Legend: Phase 1: Newly Aligned HW16 Access to Battery Storage Facility Access to Buildings and Northern HW 16

  27. Traffic Control Plan N Legend: Phase 2: North Access Road Access to Battery Storage Facility Access to Buildings and Northern HW 16 Road Block

  28. Traffic Control Plan N Legend: Phase 3: South Access Road Access to Battery Storage Facility Access to Buildings and Northern HW 16 Road Block

  29. Stormwater Runoff Plan • Performed Full Hydraulic Analysis • Existing Drainage Swales Adequate • Redesigned Drainage Culverts • Under Hwy 16 • Upgraded from 18” to 30” and 15” to 18”

  30. Cost Estimate Total: $277,000

  31. Plans • New Corridor • Corridor Stationing • Profile View • Cross-Sections

  32. Highway 16 Highway 5 Highway 99 Roundabout Design N

  33. Summary Legend: Project Area Highway 5 Highway 99 Highway 16 • Client Requests • Design Options • Final Design New Access Roads N Original locations of roadways are shown in white Option 5: Relocate Highway 16 East of Overhead Power Lines

  34. Questions? N

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