Laserfiche WebLink
Project No. D-38E5-06 <br />Christ Our Savior Catholic Parish <br />TABLE - 2 <br />The following can be considered for the slab system to be used with pile foundations. <br />Structural Sleb: This would be a reinforced concrete slab of adequate thickness and <br />strength supported and spanning between piles, without relying on the underlying soil. <br />It is also recommended to provide capillary moisture barrier under slab on grade, where <br />moisture would be detrimental. Moisture retarder (Stego Wrap 15 mil or approved <br />equivalent or Griffolyn T105 by Reef Industries) be provided over a minimum of 4- to 6- <br />inches of %" crush rock rolled and compacted to 95Yo relative compaction, with the <br />following gradation: <br />90- t 00% passing on sieve %" size, <br />I - l0% passing on No. 4 sieve, and <br />0-3% passing on No. 100 sieve <br />An estimated modulus of subgrade reaction for concrete slab-on-grade design on <br />engineered fill is 100 pounds per cubic inch (pci). Slab thickness and reinforcement <br />should be designed by the project structural engineer. <br />25 <br />a <br />a <br />a <br />LATERAL ANALYSES <br />l6-inch Sq uare Driven Concrete Pile. Fixed Head Condition <br />Deflection @ <br />Top <br />Maximum <br />B.M.Maximum Shear <br />Depth of Max <br />B.M Depth of Fixity <br />(inch)(kips-ft)(kips)(feet)( feet) <br />0.25 -95.82 26.'1 top 24.0 <br />0.50 -t2s.t 34.4 top 24.6 <br />l <br />I <br />u <br />I <br />Slab Recom mendations: <br />I <br />I <br />E <br />I <br />E <br />t.t <br />E <br />tl <br />I <br />E <br />I <br />l <br />t <br />I <br />E