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<br />~.atrtbert anb ~g~uciateg <br />CONSULTING GEOTECHNICAL ENGINEERS AND MATERIAL TESTING <br />TEST RESULTS <br />P R O J E C T Beavers Construction/Gravel Pit P R O J E C T N 0. M00079GE <br />I LOCATION <br />SAMPLE N0. 7724 <br /> <br />.I <br />.~ <br />.1 <br />:1 <br />.~ <br />- .J <br />.J <br />.J <br />.J <br />'.1 <br />~.~ <br />LOS ANGELES ABRASION <br />After 100 revolutions percent (R100) loss = 4.78 <br />After 500 revolutions percent (8500) loss = 18.58 <br />Ratio 8100/R500 = .258 <br />SULFAT$ SOUNDNESS TEST <br />Non Weighted Loss: 3.4 <br />DATE <br />SOURCE TH-3 @ 5-20 feet <br />SAMPLE DESCRIPTION pit run/sand, gravel <br />SPECIFIC GRAVITY TEST SOUNDNESS <br />Bulk Specific Gravity 2.5912 <br />Apparent Specific Gravity 2.6652 <br />Bulk Specific Gravity SSD 2.6191 <br />Absorptio n : 1.18 <br />Figure 11 <br />ice] l <br />