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  1. khshah

    SITE FORMATION

    Does anyone know what does SITE FORMATION mean? Like what kind of tasks are required to accomplish Site Formation. I believe Site Formation terminology is used in Far-East Asia. Thanks in Advance for your help
  2. khshah

    Load Rating for CIP-PT Box Girder Bridge

    We need to do Load Rating for H-20 load for Cast-in-Place Post tensioned box Girder two-span continuous bridge. We have software called "WINBDS" that performs load rating check for only flexural load. I will appreciate if any of you could let me know if you have used software that...
  3. khshah

    Load rating for CIP-PT Box Girder Bridge

    We need to do Load Rating for H-20 load for Cast-in-Place Post tensioned box Girder two-span continuous bridge. We have software called "WINBDS" that performs load rating check for only flexural load. I will appreciate if any of you could let me know if you have used software that...
  4. khshah

    Load Rating for CIP-PT box grider Bridge

    We need to do Load Rating for H-20 load for Cast-in-Place Post tensioned box Girder two-span continuous bridge. We have software called "WINBDS" that performs load rating check for only flexural load. I will appreciate if any of you could let me know if you have used software that...
  5. khshah

    Load Rating for CIP PT Box

    We need to do Load Rating for H-20 load for cast-in-place post tensioned box girder two-span continuous bridge. We have software called "WINBDS" that performs load rating check for only flexural load. I will appreciate if any of you could let me know if you have used software that...
  6. khshah

    Aspect Ratio for Concrete slab on grade for Flood Channel

    I need some information on the Aspect Ratio, ie width of channel and spacing of contraction joint(for concrete slab on grade). I was suggested by a public agency that I should have 2:1 aspect ratio. For 25'-0" wide channel, I shall place cotraction joints at 50'-0" on center and...
  7. khshah

    Aspect Ratio for concrete slab on grade for Drainage Channel

    I need some information on the Aspect Ratio, ie width of channel and spacing of contraction joint(for concrete slab on grade). I was suggested by a public agency that I should have 2:1 aspect ratio. For 25'-0" wide channel, I shall place cotraction joints at 50'-0" on center and...
  8. khshah

    Aspect Ratio for Concrete Slab on Grade for Drainage Channel

    I need some information on the Aspect Ratio, ie width of channel and spacing of contraction joint(for concrete slab on grade). I was suggested by a public agency that I should have 2:1 aspect ratio. For 25'-0" wide channel, I shall place cotraction joints at 50'-0" on center and...
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