1 / 41

Highway Project:

Highway Project:. South Interchange. Presentation Outline. Introduction VE Job Plan Critique. Part I: Introduction. Project Summary. Connect Two Major Interstate Routes: Northbound Westbound Construct and tunnel Northbound Interstate

ania
Télécharger la présentation

Highway Project:

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. Highway Project: South Interchange

  2. Presentation Outline Introduction VE Job Plan Critique

  3. Part I:Introduction Project Summary • Connect Two Major Interstate Routes: • Northbound • Westbound • Construct and tunnel Northbound Interstate under the Main Railroad Tracks and East-West Interstate • Estimated Cost $ 1 Billion

  4. VE Study Objectives • Optimization of Cost Impact of Design Methods Decisions • Simplification of Highway System • Achievement of Grade Raise for Northbound Interstate Deep-tunnel Section

  5. VE Team Chart

  6. VE Team Achievements • Conducted 40-hour Task Team Study • Developed Cost/Worth Model • Generated 30 Creative Ideas, from which 10 Proposals and 5 Design Comments selected For Further Evaluation & Development

  7. Principle Proposals • Elimination of Ramps A & B, Portion of Main Street , and Modification of Ramp C • Raising Profile of Major Northbound Interstate • Elimination of Ramp D • Review of Design of Local Channel Crossing and Elevating East-West Interstate over Channel

  8. Principle Proposals (Cont….) • Changing Structural Design Criteria for Elevated Structures. • Using Steel Sheet Piling in lieu of Slurry Walls • Using Strength & Load Factor Design Methods in lieu of Working Strength

  9. VE Study Results • Initial Cost Savings $ 200 Millions • Follow-on Savings Estimates $ 3 Millions to $5 Millions each year, depending on alternative chosen for final design

  10. Part II:VE Job Plan Implementation Development Evaluation Speculation Information

  11. Information Phase Cost/Worth Model

  12. Summary of Cost/Worth Model

  13. Summary Potential Cost Savings

  14. Summary Potential Cost Savings (Cont…)

  15. Summary Potential Cost Savings (Cont…)

  16. C-1 Eliminate Ramp A

  17. Part II:VE Job Plan (Cont…) Implementation Development Evaluation Speculation Information

  18. C-1 Eliminate Ramp A First Function Connect Westbound Interstate to Northbound Interstate • Original Part Scope Construct Ramp A under Local Road and Main Railroad Tracks and tunneling under railroad (undesirable and costly) • Alternative Eliminate Ramp A and Make Traffic using Local Avenue to Northbound Interstate

  19. Part II:VE Job Plan (Cont…) Implementation Development Evaluation Speculation Information

  20. AlternativeEliminate Ramp A and Make Traffic using Local Avenue to Northbound Interstate C-1 Eliminate Ramp A

  21. Part II:VE Job Plan (Cont…) Implementation Development Evaluation Speculation Information

  22. C-1 Eliminate Ramp A VE Cost Comparison ($MM): Life Cycle Cost: LCC Savings will be achieved through elimination of tunnel ventilation, lighting and maintenance costs for 2,000 foot long tunnel and the total potential saving is estimated at $ 64.7 Million or 6.5 % of Total Project

  23. Part II:VE Job Plan (Cont…) Implementation Development Evaluation Speculation Information

  24. C-1 Eliminate Ramp A • Department of Public Works feels that successful highway design must include movement from the west on E-W Interstate to the north on N-S Interstate in order to facilitate commercial activity • Because of implementation of another proposal that recommends raising N-S Interstate Profile, more direct and less expensive connection was made

  25. C-6 Raise Profile of Northbound Interstate

  26. Part II:VE Job Plan (Cont…) Implementation Development Evaluation Speculation Information

  27. C-6 Raise Profile of Northbound Interstate Second Function Carry Northbound Interstate • Original Part Scope Construct Northbound Interstate under Main Railroad Tracks • Alternatives • Raise Profile of Northbound Interstate over Railroad and East-West Interstate • Reroute Ramp C, combining with Ramp E

  28. Part II:VE Job Plan (Cont…) Implementation Development Evaluation Speculation Information

  29. C-6 Raise Profile of Northbound Interstate Alternative 1: Raise Profile of Northbound Interstate over Railroad and East-West Interstate

  30. C-6 Raise Profile of Northbound Interstate Alternative 2: Reroute Ramp C, combining with Ramp E

  31. Part II:VE Job Plan (Cont…) Implementation Development Evaluation Speculation Information

  32. C-6 Raise Profile of Northbound Interstate VE Cost Comparison ($MM): Life Cycle Cost: LCC Savings will be achieved through elimination of adjacent streets Northbound, main street, and Ramp B, and combination of Ramps C & E. Total potential saving is estimated at $ 69.4 Million or 6.9 % of Total Project

  33. Part II:VE Job Plan (Cont…) Implementation Development Evaluation Speculation Information

  34. C-6 Raise Profile of Northbound Interstate • Department of Public Works concurs with this recommendation • Although Main Street connection between Frontage Road & Albany Street is desirable and Main Street connection to Frontage Road would enhance design potential, savings realized is significant enough to warrant its approval

  35. S-4 Use Of Strength & Load Factor Design Method

  36. Part II:VE Job Plan (Cont…) Implementation Development Evaluation Speculation Information

  37. S-4 Use Of Strength & Load Factor Design Methods • USE OF LOAD FACTOR DESIGN METHOD FOR SIZING CONCRETE STRUCTURE Savings = $ 16.8 Million • USE OF STRENGTH DESIGN METHOD FOR SIZING REINFORCEMENT Savings = $ 24.2 Million • USE OF LOAD FACTOR DESIGN METHOD FOR STRUCTURAL STEEL Savings = $ 4.6 Million • Total Savings = $ 45.6 Millions

  38. Part II:VE Job Plan (Cont…) Implementation Development Evaluation Speculation Information

  39. S-4 Use Of Strength & Load Factor Design Methods • Department of Public Works concurs with this requirement for all Bridge Structures whether steel or concrete • Use of Load Factor vs. Working Strength for Tunnel is currently under Review, although all indications suggest that Working Stress Design is favored • Department of Public Works has established that Working Stress Design will be used for Buildings

  40. Part III:Case Study Critique • Lack Of Project Information Such As Size, Location, Purpose….Etc • Inadequacy In Drawings And Specifications • Lack Of Explanation Of Why Certain Proposals Were Undertaken • Incomplete Picture Of The Remaining Accepted Proposals

  41. THANK YOU

More Related