1 / 14

R/W 15-33 Rehabilitation

R/W 15-33 Rehabilitation. Pavement Condition. North 8000 feet. North 3000 feet. NDT. Deflection Data Basin Area LTE Effective slab thickness Interlayer properties Subgrade support. Design Aircraft – B ???. Factors: E c Friction Subgrade k.

Download Presentation

R/W 15-33 Rehabilitation

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. R/W 15-33 Rehabilitation

  2. Pavement Condition North 8000 feet North 3000 feet

  3. NDT • Deflection Data • Basin Area • LTE • Effective slab thickness • Interlayer properties • Subgrade support

  4. Design Aircraft – B ??? Factors: Ec Friction Subgrade k

  5. Average Values of NDT Parameters of R/W 15L-33R

  6. Deflection Analysis

  7. B 777

  8. Subgrade Stress Limits

  9. Present FEM Capability Bonded Layers Unbonded Layers

  10. Partial Bond P

  11. Overlay Design – B ???

  12. Middle 5000 feet98% Reliability

  13. Joint LTE RestorationMiddle 5000 ft

More Related