Laserfiche WebLink
LABORATORY TEST RESULTS <br />Soil Type No. 1 Unified Classification ~_ <br />I Project G~C.tIFh'rER ~l- CO. <br />Test Borinq No. at Depth <br />100 <br />90 <br />~ 80 <br />2 <br />y 70 <br />y <br />a 60 <br />z so <br />w <br />z 40 <br />w <br />°i 30 <br />20 <br />10 <br />0 <br />Job No. ~~ <br />Date 4 Z <br />Test by ,~~ <br />GRAVEL SAND SILT AND CLAY <br /> 0 0 <br />'~i - ~~~ a ° n v ° r Sieve Number <br />r+ .i ~ ~ ~ A k ~ ~ ak ~ ~ <br />1 1 X 1 1 I ~ I ~ i <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />100 10.0 1.0 0.1 0.01 0.001 <br /> DIAMETER- (mm) <br />Sieve size % Passing <br />1-~" Natural Moisture Content % <br />1" Specific Gravity <br />3/4" 93.5 Unit Weight psf <br />1/2" 50.8 Void Ratio <br />3/B" f~.y Swell: <br />#4 82•L psf Swell <br />#10 73.5 % Volume Change <br />#20 57.b % Moisture increase l <br /> <br />#40 <br />39.4 i <br />Proctor: D- <br />#100 i9 8 Optimum Moisture % <br />#200 i6.o Max. Dry Density pcf <br /> Bearing: <br /> psf Maximum <br /> psf Minimum <br />Atterberq Limits: Consolidation: <br />Liquid Limit % Under psf <br />Plastic Limit Sulfates ppm <br />P. I. <br />shrinxage Limit ROCKY MOUNTAI N GEOTECHNICAL <br /> COLORADO SPRINGS <br />COLORADO <br /> , <br />! ~ <br />