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McAllister Trust <br /> Page No. 2 <br /> Notes: Sludge and mud at bottom of hole removed and filter fabric <br /> put in place, backfilled in 8"-10" lifts and rolled with 10 ton <br /> vibratory sheepsfoot, on site soil used. Clay pockets through <br /> fi11 . <br /> FIELD DENSITY TEST RESULTS <br /> Dry Moist <br /> Test Density Cont. Relative Elev. <br /> Date No. pcf % Compaction Location ft. <br /> The following tests were performed on the hole backfill. <br /> 12-19-94 1 114 . 5 14. 2 90 W end -9 .(y <br /> " 2 114. 2 14. 9 90 N end -8 .0' <br /> " 3 114. 5 15. 6 90 center -6 ,(y <br /> " 4 117 . 2 14. 1 92 S end -8 ,(y <br /> " 5 114. 6 16 . 0 90 E end _5 .0' <br /> " 6 116 . 0 15 . 5 92 center -4 .01 <br /> 12-20-94 1 114 . 0 15 . 4 90 N end -2 .V <br /> if 2 115 . 4 14. 7 91 W end -2Z <br /> " 3 117 . 4 16 .2 93 S end -2.V <br /> " 4 114 . 1 16 .4 90 E end -2 ,(y <br /> The following tests were performed on the aggregate base. <br /> 12-22-94 1 114. 2 9 . 0 84 N half FG <br /> it 2 114 . 5 9. 0 84 S half FG <br /> Note: Talk to Brian and suggested using the tractor or a smooth <br /> wheeled vibrated roller. He was using the sheepsfooted roller on <br /> the aggregate base . The aggregate base looked dry and loose. <br /> On the following date a representative from our company <br /> travelled to the subject project. <br /> DATE TECHNICIAN HOURS MILEAGE <br /> 12-21-94 S. Walker 2 . 0 36 <br /> SUMMARY OF ON SITE OBSERVATION: Came for FDT per contractor's <br /> request. Contractor claimed he had a breakdown and was not ready. <br /> Material changing slightly. Obtained sample for proctor. Advised <br /> contractor on moisture contents. <br /> DATE TECHNICIAN HOURS MILEAGE <br /> 12-30-94 S. Walker 2 . 0 36 <br /> SUMMARY OF ON SITE OBSERVATION: Called to test AB and Final 1 . 5 ' <br /> of subgrade. Was not given enough notice, contractor paved out. <br />• P OERS� <br /> a h <br /> x � <br /> o <br /> 4SSOG� <br /> P <br />