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File No. 20-1008-49.001 June 22, 1993 Page 1 of 4 TA LE I MOISTURE DENSITY ANALYSES ASTM D-1557 METHOD "A" Material Description Maximum Optimum Curve and Source Dry Density Moisture Content Number Brown silty sand, borrow area 120.8 pcf 12.5% 1 Brown sandy silt with Ione clay 114.0 pcf 18.6% 2 Brown sand with Ione clay 122.0 pcf 12.0% 3 Brown silty sand, withIone clay 117.1 pcf 13.9% 4 •www}w'h}}w}} "• :ti/A::+r}Y.h•�w:h}}}}}"}.};;�•%..w}:•'F.•}iwt:}ii}wi}}-h}}�{;�;hYI{^•:ww}'•Y v' :•ww r:r:•}•:.•r..w}}..oww}»}}:•}w}}}wu'+o-}ww}w»}}:•}r..;roi::;•.:'}}r.•}}.•}}:hw}t�nrw:n} :•:rsr.'hs}}r}:.•wr{o:'•:o:+•::;+m:}}} ..v-+�..r:}{T ...J...................... ::.X:::::::}::v:::•:::r.;; ::.�C S.}: -vhvi..:.�'. .{.::...}... r`{::`v: ... ....•. .. ... .... :...... .........................:::::::rv::::::::r::.::•:•:..::r.•}.•n.. +$Cv•.vv}:.•.•:vv::nv::::::::::::::::::.vr}::.:x:::w:::::::v.•}:•: .:.:w. •}. ..ry.}. ♦. .. }.v::r:r.. r'} ..r....:...,:..:....i'.:.. ..r:...C.....::. "fit`5......r................................. .....n............. ... ............n......................vv.: ..........h..v{..:.................;....:..... .....:.................rn..vv:::::::::::=:.r... .v.vv. n.....n.. ::.•...•:.::v:::v.:x:vvr.;{.i':•:':'•tih'}"{iiii: .................n......................... ..... ...................r....n.........r.}n.. n..•......}.....r.......nr.:..n......nn}..:n,,.{-...r......................................rr......r.......M........':::::. .... n..........n... n...v r:.... ..............v.:......r ..............................................................:........r...L. .hrs..h........:.....v.. ... f.. ..: ...... ... ... r...:...:.c.... .....:..t•::.: .,2•..•::..k•..r,{.}:.}}:.}:•>:•}}}xt+;:r.:•:::r:::.}:{{•: ' '.`,r:�•'44S:fi'a:'.s;:::;;G}wxacv✓.if:+.wr::{...},..;:.;...w}}•,•.•:..:xv:.;a�::x.•.•.c;::;.,;:ca}rrraww�;r}rcaa:•.rc:h::w�},:+••}.+rau}r...:.:h:,xhrw•}:w:.�.rww;.ew}}w�.•:..ww}u;: hr:•.{,;;:hw:w�:•}}:•:hx•;wwrrr::w:rfrcapps~h2{iaachSoW�;chrowr;rr•�:nxwwiw}}}:a�}ww}r,<•}:w3.•}}}}:•w}}:o} SUMMARY OF FIELD DENSITY TEST RESULTS Dry Laboratory Specified Test Moisture Density Compaction Relative Relative No. Date Test Location % Dry Wt. P.C.F. Curve No. Compaction Compaction Test Pad Foundation Layer 1 04/16 12' South and 18' west of Northeast corner 13.5 106 1 88 90 2 04/16 15' North and 18' west of southeast corner 13.1 109 1 90 90 3 04/16 Center of pad 14.5 104 1 86 90 4 04/16 10' south and 20' east of northwest corner 14.9 105 1 87 90 5 04/16 15' north and 18' east of southwest corner 13.6 110 1 91 90 lccepted 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 can not express an opinion as to the adequacy of site )reparation 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. :opyright 1993 Kleinfelder, Inc.