Laserfiche WebLink
n <br />COMPACTION TEST <br />Project Name: <br />Foothill Sa.LF-Area2A <br />Tested by: TNS <br />Date: 6/3/2015 <br />Project No.: <br />14-101 <br />Calculated by: TNS <br />Date: 6/4/2015 <br />Sample Location: <br />Earthfill-Access Road West <br />Checked By: <br />Date: <br />Sample No.: <br />Sample 20 <br />Sample Depth: <br />4 <br />Visual Description: <br />Brown silty/clayey sand <br />8.748 <br />8.852 <br />8.798 <br />8.484 <br />Compaction Method <br />X ASTM D1557 <br />8.798 <br />Wt. of Mold <br />4.858 <br />ASTM D698 <br />4.858 <br />4.858 <br />Preparation Method <br />Moist <br />MOLD VOLUME (Cu. Ft) <br />0.0333 <br />Net Wt. of Soil <br />X Dry <br />Maximum Dry Density (pcf) <br />Assumed Specific Gravity <br />PROCEDURE USED <br />® <br />Microwave <br />�WEPN' <br />Mold: 4in. (101.6 mm) diameter <br />Oven Dry <br />Layers: 5 <br />Trial No <br />1 <br />2 <br />3 <br />4 <br />1 <br />2 <br />3 <br />4 <br />Wt. Comp. Soil + Mold <br />8.484 <br />8.748 <br />8.852 <br />8.798 <br />8.484 <br />8.748 <br />8.852 <br />8.798 <br />Wt. of Mold <br />4.858 <br />4.858 <br />4.858 <br />4.858 <br />4.858 <br />4.858 <br />4.858 <br />4.858 <br />Net Wt. of Soil <br />3.626 <br />3.890 <br />3.994 <br />3.940 <br />3.626 <br />3.890 <br />3.994 <br />3.940 <br />Container No. <br />Wt. of Cont. <br />14.30 <br />14.30 <br />14.30 <br />14.30 <br />8.20 <br />6.70 <br />8.20 <br />13.70 <br />Wet Wt. of Soil + Cont. <br />160.00 <br />160.00 <br />160.00 <br />160.00 <br />180.00 <br />180.00 <br />180.00 <br />180.00 <br />Dry Wt. of Soil + Cont. <br />140.85 <br />136.94 <br />134.62 <br />132.18 <br />158.20 <br />153.20 <br />150.97 <br />148.46 <br />Moisture Content (%) <br />15.1 <br />18.8 <br />21.1 <br />23.6 <br />14.5 <br />18.3 <br />20.3 <br />23.4 <br />Wet Density (pcf) <br />108.8 <br />116.7 <br />119.8 <br />118.2 <br />108.8 <br />116.7 <br />119.8 <br />118.2 <br />Dry Density (pcf-) <br />94.5 <br />98.2 <br />98.9 <br />95.6 <br />95.0 <br />98.7 <br />99.6 <br />95.8 <br />Maximum Dry Density (pcf) <br />Assumed Specific Gravity <br />PROCEDURE USED <br />® <br />Soil passing No.4 (4.75 nun) sieve <br />�WEPN' <br />Mold: 4in. (101.6 mm) diameter <br />■.-■■.■■W%MMMT" <br />Layers: 5 <br />■■■■■■■■■RE■■■■ <br />MEMENNEENNOMENE <br />Blows per layer: 25 <br />May be used if No.4 retained <20% <br />F] <br />Soil passing No.3/8" (9.5 mm) sieve <br />Mold: 4in. (101.6 mm) diameter <br />Layers: 5 <br />Blows per layer: 25 <br />Use if+ No.4>20 % and -3/8"<20% <br />® Soil passing No.3/4" (19 mm) sieve <br />Mold: 6in. (152.4 until diameter <br />Layers: 5 <br />Blows per layer: 56 <br />Use if+ 3/8">20% and + 1 "<30% <br />100 Optimum Moisture Content (%) 20 <br />2.7 <br />120 <br />110 <br />90 <br />80 <br />0 <br />10 20 30 <br />Moisture Content (%) <br />�WEPN' <br />■.-■■.■■W%MMMT" <br />■■■■■■■■■RE■■■■ <br />MEMENNEENNOMENE <br />■■■■■.■■.■NE■■■ <br />M......■...■.. <br />■ <br />10 20 30 <br />Moisture Content (%) <br />