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Ah File No. 20-1008-49 KLEINFELDER August 17, 1995 File No. 20-1008-49 August 17, 1995 Page 1 of 1 TABLE I MOISTURE DENSITY ANALYSES ASTM D-1557 "A" Material Description Maximum Optimum Curve and Source Dry Density Moisture Content Number Red brown sandy clay, Native 115.0 pcf 13.9% 52 Red-brown sandy clay, Native 114.2 pcf 13.9% 53 .. ...... .... ..... ....... .:.. ..............:.,•:.:•:v:•w•:}>::-.:}•s•.v:vr::.}vy.::.v:a:.t.}t}:•::.v.- :::::fvti:::::i:�:��:�i:�::ii:�:�:�iiii:�i:�:�i:�:�ij:�i:�:�i:�i:�:�i:�i::$�::::h'•.:�:`?:�:�'S:iso:�:i}:::::':::n�i";iivii?:}:�:��:�::iti i i:�i:>.:; :;iiyti;:y;:_: {'i:;i';?:;:�':>.::;�:;:;:�:;:;i:y{;i:;:�i:::�:;::,_:;'r,:;:?;:'.:;:?;:>.i:?r::}:•.:i'::i:� :::'�i:•.:;:;:::;:;:>.;$:;:•.:;:�':�>:;i:,>.�::':�{:::;`:::}v=:}:•::::}i:::::?�iiii::i�ii:�ii:�:i: ::::�•::.�:• :::yt::,:/....•r.....:.:.a?:::i::itv:Y:yi..n.\.a................?a.�:..:..:.. x...as:...:a:.: t....:. ....:..:.:.v.�::vv:t:::::•i%iu iti::kL:vvn::i::i::i::; SUMMARY OF FIELD DENSITY TEST RESULTS Depth From Dry Laboratory Specified Test Fmiahed Moisture Density Compaction Relative Relative No. Date Test Location Subarade(ft) %Dry Wt. P.C.F. Curve No. Compaction Compaction SLOPE BARRIGER 1 06-30 Midsecton N1500, Southeast -1.0 16.3 104 53 91 90 2 06-30 N950, Southwest -1.0 16.9 106 52 92 90 3 08-14 N1000, E2150, East side of drain -1.0 15.9 108 53 94 90 4 08-14 N1000, E2154, West side of drain -1.0 16.7 109 52 95 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 compacti4m. 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 plana and specifications. Copyright 1995 Kleinfelder,Inc.