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File No. 20-1008-36 KL E IN F EL D E R July 14, 1995 Page 1 of 3 TABLE I MOISTURE DENSITY ANALYSES ASTM D-1557 METHOD "A" Material Description Maximum Optimum Curve and Source Dry Density Moisture Content Number Brown clayey silty sand with some gravel (SM) 124.4 pcf 10.8% 1 Red-brown silty sandy clay with gravel (CL) 127.0 pcf 10.3% 2 Red-brown silty sandy clay with some gravel (CL) 124.9 pcf 10.5% 3 Light brown sandy silty clay with some gravel (CL) 120.2 pcf 9.5% 4 Brown clayey sandy silt with some gravel (ML) 128.8 pcf 9.0% 5 ...........r..........:.....:........vvv.............r......v.................rv.... v.................................................................................................................r...........v.}::4}v}yvti>.�:i:i>}'Liit:.vh�..:}:,x:.............: .::.:::>•.v:.:•`.i+ ...d.tt ....................:..t....v.........................;tr.:•.•:::.........;.......v::A....v..::w::::.v::::::::::::::::::::::::::::::::::::::::::::::::::::::.:v:::::.::v::.:v:::.::.v:::::v::vv::::::::nvv:::•:v}::::.v:::}::v.........:..;........;.v:::x:..........v.....}:::•... .;.;:. ...........................::::::r:::.:•:.v:::•:r::....;...:::::::::.::::v.....v .n............................................................................................. n.......f.....x t••.v::::.:: ....;... {•'K.{ ................ r...... ...........:......r.r::::.•..................................................................:...:.......................:::. t•::::::}.^::.t.;.y,.•:::r}'•}••.':t�:::vv::•:v'{•}xi:\:?. 6v•}} ..............................t......\.�.........:.............................r....................v.......................................................................................n ..f........:.......... r..:... ..: : ... .:.....v n...:)v\...r:�n.... .........................................r......n.......}..........................v.........:..........................................n......................................................vv$..n.......v..v.........v.n... vt...vv;......•f. ... ...�•:v::: •••\v:w.vw ::::.v:::n:v::vv::nvv:::.v::.ty....v•:.v.:v::.v::,r.........::::.•::::::::::.v::.v:::::::w::::::::.v.v:::::::::::::n::v:.••::::::::�w:::;:}::::::::::n:v::::::::.v::::::::::::.v:{:::::v}::::::;:::nv.v.vvv...n......::•}:{.}}.:•:.}•.?{•}}:•}i?•}{•}:•}%iv:.}•.}}•:m}. SUMMARY OF FIELD DENSITY TEST RESULTS Depth From Dry Laboratory Specified Test Finished Moisture Density Compaction Relative Relative No. Date Test Location Subgrade(ft. % Dry Wt. P.C.P. Curve No. Compaction Compaction FOUNDATION LAYER TEST PAD NO. 1 1 04-11 10' N. & 10' E. of SW. corner -1.0 10.4 118 1 95 90 2 04-11 40' N. & 15' E. of SW corner -1.0 9.3 119 1 95 90 3 04-11 75' N. & 10' E. of SW corner -1.0 11.6 118 1 95 90 4 04-11 100' N. & 15' E. of SW corner -1.0 8.7 118 1 95 90 5 04-11 140' N. & 10' E. of SW corner -1.0 8.3 119 1 95 90 TEST PAD 2 6 04-11 10' N. & 10' E. of SW corner -1.0 12.2 117 1 94 90 7 04-11 40' N. & 15' E. of SW corner -1.0 11.4 119 1 95 90 8 04-11 75' N. & 10' E. of SW corner -1.0 10.1 118 1 95 90 9 04-11 100' N. & 15' E. of SW corner -1.0 10.6 118 1 95 90 04-11 140' N. & 10' E. of SW corner -1.0 11.9 114 1 92 90 Accepted engineering and testing procedures were used for these tests. The above data is presented for information purposes only. In the absence of continuous observations of our personnel at the site,we cannot express an opinion as to the adequacy of site preparation or overall fill compaction. We do not undertake the guarantee of construction,nor do we relieve the contractor of his primary responsibility to produce a completed project conforming to the project plans and specifications. Copyright 1995 Kleinfelder,Inc.