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<br /> File No. 20-3456-01
<br /> October 5, 1992
<br /> Page 1 of 1
<br /> TABLE I
<br /> MOISTURE DENSITY ANALYSES
<br /> ASTM D-1557, METHOD "A"
<br /> M
<br /> Material Description Maximum Optimum Curve ll�
<br /> and Source Dry Density Moisture Content Number
<br /> Red silty sand, on-site 127.5 pef 9.0 % 1
<br /> I�
<br /> Brown silty sand/clayey 124.2 pcf 10.9 % 2
<br /> silty sand with hard
<br /> pan, on-site
<br /> w+;:a.. 'n...-{m,.,.,, ..,e'q^N{:�.'•'<Cc.'-'ir. ..i'Qi.'.:kY:m.:::.4`.:^:":..*�+s{:3^?e.+d✓aygc.. ..v.,c•�•., :Rs:r`.•i^;•;'w;�:�.. ,'i4:..;?'r'".,.",?at "f fi:�5
<br /> ^.`k33::.�cr:m.r:.'^`:; '3�+ �:6:�.1d:'... .oc�ia�i'fi:�r�c.^.;c�•�'^.ra•.nh.. .-:"6..o,;r:r..;,..,.. �.� :�.r ,'.E: .;:���•"�5pe`r,'SESF'�:•-;. '!�"..'�#2'.
<br /> .t-..cam.�3. 4:..0..... o-oa^: ..o..:.. :{k.•i'.o3b..:. ...o :e:;.i:-'.5:::'::".`a.••: ...}.:.ai..:::. ,:>.o.{.qx�.o .:4Lcy. zr�::c.,:-a:.
<br /> !... •.J:..4..r:,r},r.. 'P' 't..\o.4�. {i.,}:x:ijG?Y'4:C}C.;.. nri.4..:J..... ..5. i..S;.r.:..4:.,:•:}.44 .•.}4 riY.. Ji:4:C•..t.. .firwv.4:".{•.r:?:.. .,.�t
<br /> .� ?u:. J 1.,4.A.Q .�.......v Oo}. .t44:{rivi'::.v::`.. 4 .vr•:'i:}:i.{i�:�:. :Gv v.•.O.ri:}i.. v�:�::{}fir.. 'i-ti.v.....tea.: �'4:..'•.
<br /> ,r..... •nrr•f..e.. h... ..a cga>.q.x.....:,.,.,.p, 'ok4x x•;S:?5:.�,- .:{.c:.c.;:. �.:,.,.,..•.
<br /> '}}....,,.. o-., .Lr+A..G ..:eco •:.c. {-,- •v�•.ch. r4,.4.4�:<9 f.4o.. r.>qo.•:o;;�- .wuxro:.4aT-
<br /> %vti:.2:2{.
<br /> �� ::� ....5E}2•. ,F.?:$h,.�,..::.,.:J.4. r-.w.:,>.._�.: R:::E`•: A,.w ...u«a.•�':ri.,....'�,C,vu,x:,...:.;..ae�..:R:�v,:,:..,f
<br /> i'L. A �aaw"Yrs'sK;•.:o?��2:J'Sx:Sao ` ::�.::5.6�'''.�+A'`.ircn4.,.:::hc.:.Joh»crrAwu�:d�-':3,?:R.'`.%^:;�c.:Sx..:.,.;c:'.},G:i'c:�i':i,.,.,....5::}�;:}:r-....;�fi::�'nS.t::5�::c.SiAv''s�bS;S.Y:�b:;E::if::is',.r.' .'Uf.:h:a"h.'.on"}cvar_:c-::ifm; � ab.�.c3
<br /> SUMMARY OF FIELD DENSITY TEST RESULTS
<br /> Depth from Dry Laboratory specified
<br /> Test Finished Moisture Density Compaction Relative Relative
<br /> No. pate Test Location eubgrade(ft). 4 DrV Wt. P.C.F. Curve No. Com�ac_tion Comm action
<br /> 1 8119 Southwest corner of pad -2.0 6.4 119 1 ;p 94 90
<br /> 2 8119 Northwest corner of pad -1.0 5.6 116 1 91 90
<br /> 3 8119 Northeast corner of pad -0.5 4.9 119 1 r 94 90
<br /> 4 8119 Southeast corner of pad -2.0 4.4 121 1 95 90
<br /> 5 9116 South, center of pad -1.0 8.4 114 2 92 90
<br /> 6 9116 East side of pad FSG 8.7 115 2 92 90
<br /> 7 9116 North side of pad FSG 10.3 116 2 93 90
<br /> 8 9116 West side of pad FSG 8.0 113 2 91 90
<br /> f
<br /> i
<br /> 1
<br /> F
<br /> Accepted engineering and testing procedures were used for these tests. The above data is presented for information purposes only.
<br /> In the absence of continuous observations of our personnel at the site, we can not express an opinion as to'�the adequacy of site
<br /> preparation or overall fill compaction. We do not undertake the guarantee of construction, nor do we relieve the contractor of his
<br /> primary responsibility to produce a completed project conforming to the project plans and specifications.
<br /> Copyright 1992 Kleinfelder, Inc.
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