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r- •. ,agn-UMMOMWEIZ <br />Standard(Uniform Building Code r <br />794-104-01 <br />Page 3 <br />Material <br />Sample <br />Visual <br />Maximum Dry <br />optimum <br />Plate <br />Noe <br />Location:Description; <br />(ASTN <br />Density: <br />Moisture: <br />.No. <br />1 <br />On -Site <br />SAND, Silty <br />113.7 <br />12.7 <br />041 <br />*Depth <br />Stockpile <br />In - <br />Results of <br />In -Place Density <br />Tests <br />(ASTN <br />Test Designation 62937/Drive Cylinder) <br />r <br />*Depth <br />In- <br />In - <br />Below <br />Place <br />Place <br />Relative <br />Required <br />Mate- <br />Exist' <br />Mois- <br />Com- <br />Com - <br />Test <br />Test <br />rial, <br />Grade, <br />Density, <br />tore, <br />paction, <br />paction, <br />No. <br />to <br />Test Location No. <br />Feet <br />PCF$ <br />Note: <br />Itsts <br />are referenced <br />from the southeast comer of <br />the existing stxucture. <br />1 <br />11/16 <br />201 WEST AND <br />61 SOUIH <br />1 <br />3-4 <br />102.3 <br />12.6 <br />90.0 <br />90 <br />2 <br />11/16 <br />221 WEST AND <br />141 SOUIH <br />1 <br />3-4 <br />102.4 <br />12.6 <br />90.1 <br />90 <br />3 <br />11/16 <br />101 WEST AND <br />151 SOUTH <br />1 <br />3-4 <br />104.0 <br />10.2 <br />91.5 <br />90 <br />4 <br />11/16 <br />81 WEST AND <br />` <br />71 SOUIH <br />1 <br />2-3 <br />108.5 <br />6.8 <br />95.4 <br />90 <br />5 <br />11/16 <br />171 WEST AND <br />811 SOUIH <br />1 <br />2-3 <br />107.7 <br />8.1 <br />94.7 <br />90 <br />6 <br />11/16 <br />151 WEST AND <br />151 SOUTH <br />1 <br />2-3 <br />107.3 <br />7.4 <br />94.4 <br />90 <br />7 <br />11/16 <br />91 WEST AND <br />81, SOUIH <br />1 <br />.5-1.5 <br />106.1 <br />6.2 <br />93.3 <br />90 <br />8 <br />11/16 <br />161 WEST AND <br />8' SOUIH <br />1 <br />1-2 <br />105.5 <br />11.5 <br />92.8 <br />90 <br />0 0 <br />