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<br />1 LABORATORY TEST REPORT <br />w <br />B ESTVWAY <br />CONCRETE SOURCE: Church McKay Pit <br />SAMPLED BY: Jesse <br />REPORT DATE: 6/15/2010 <br />MATERIAL <br />DESCRIPTION Church McKay Common Fill <br />DATE <br />SAMPLED 6/14/2010 <br />SAMPLE <br />LOCATION Church McKay Pit <br />SOILS PHYSICAL PROPERTY AND QUALITY TESTS <br />-ASTM C 117 & C 136, AASHTO T 11 & T 27 ASTM D 698 & D 1557, AASHTO T 99 & T 180 <br />SIEVE SIZE % PASSING SPECIFICATION SAMPLE SPECIFICATON <br />2" 100 MAXIMUM DRY DENSITY <br />1-1/2" 100 OPTIMUM MOISTURE = <br />1" 95 ASTM C 127, AASHTO T 85 <br />3/4" 88 <br />1/2" 76 BULK SPECIFIC GRAVITY = <br />3/8" 70 <br />#4 61 BULK SPECIFIC GRAVITY (SSD) = <br />#8 53 <br />#16 40 APPARENT SPECIFIC GRAVITY = <br />#30 35 <br />#50 26 ABSORPTION = <br />#100 21 <br />#200 16.2 PLASTICITY INDEX - ASTM D 4318, AASHTO T 89 & <br />T90 <br /> <br />SOIL CLASSIFICATION ASTM D 2487, AASHTO M 145 SAMPLE SPECIFICATON <br />USCS AASHTO LIQUID LIMIT (%) 34 <br /> PLASTIC LIMIT (%) 18 <br /> PLASTICITY INDEX 16 <br />COMMENTS: