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<br />. <br /> <br /> <br />Project Name: PITTMAN RESIDENCE <br />Project Number: 3017839 <br />Date: February 28, 2008 <br />Tested By: AC <br /> <br />SOli Global Corporation <br /> <br />Lab Boring Depth of Coarse Fine Pct. Pct. Interpol. Plastic Liquid Plasticity <br />Sample Sample Particle Particle Finer Finer Pct. Finer Activity <br />Number Number (feet) Diameter Diameter (A) (B) at 2u Limit Limit Index <br />137 HA-7 7-10 0.0026 0.0011 30.8 30.8 30.80 18 36 18.0 0.58 <br />138 HA-8 7-10 0.0026 0.0011 35.5 36.5 35.90 21 44 23.0 0.64 <br />139 B-1 13.5-15 0.0026 0.0011 32.9 36.3 34.26 15 27 12.0 0.35 <br />268 B-4 6-8 0.0026 0.0011 68.5 69.5 68.90 27 78 51.0 0.74 <br /> <br />5 <br /> <br />4 --- <br /> <br /> <br />~ 3 - <br />.- <br />> <br />.- <br />..... <br />(J <br /><( 2 LOW <br /> <br />o <br />o <br /> <br />10 <br /> <br />20 <br /> <br />30 <br /> <br />40 <br /> <br />50 <br /> <br />60 <br /> <br />70 <br /> <br />80 <br /> <br />90 <br /> <br />100 <br /> <br />Percent Clay (<0.002 mm) <br /> <br />(Diagram modified from Seed, H.B., R.1. Woodward, Jr., and R. Lundgren, 1962. Prediction of swelling potential for compacted <br />clays. Journal of Soil Mechanics, Foundation Division, American Society of Civil Engineers, vol. 88 (5M3), pp. 53-87) <br /> <br />-...,.~- <br /> <br />Sam Upchurch, P.G <br />Florida Re istration Number 4 <br />