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_, <br />' - ~.atYtbErt attb ~~gociat~g <br />CONSULTING GEOTECHNICAL ENGINEERS AND MATERIAL TESTING <br />TEST RESULTS <br />I PROJECT_Beavers Construction/Gravel Pit PROJECT N0, M00079GE DATE <br />LOCATION SOURCE TH-1 @ 15-25 feet <br />-~ SAMPLE N0. 7724 SAMPLE DESCRIPTION pit run/sand, gravel <br />LOS ANGELES ABRASION <br />• _I <br />_~ <br />~:1 <br />.J <br />1:1 <br />~. <br />:I~ <br />"~ <br />~I~_I <br />~~ <br />' _I <br />~l <br />,, <br />1-I ~~ <br />_ i_ <br />1 <br />After 100 revolutions percent (8100) loss = 4.78 <br />After 500 revolutions percent (R500) loss = 18.98 <br />Fa do 8100/R500 = .248 <br />SULFATE SOUNDNESS~TEST <br />Non Weighted Loss: 6.2 <br />Figure 10 <br />