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Appendix H Page 6 <br />NOU-12-2001 10 45 MCCLRNE CRNYON 19708584619 P.03 <br />car j : <br /> <br />~ WESTERN SOIUAGGREGATE FIELD DENSITY TESTS <br />r C <br />~ <br />DO <br />~ i _ i <br />~ ~ ~' TESTING <br />, <br /> ,. INC. <br />:~. <br />~;? Lotllastas F.nt: y; Test Locations Designated By: WCT Job Na.: 305001 <br /> • <br />;N° bt ;'.fVl Clang Cant <br />° fiti ine Authorized By: Client Date: 9-27-01 <br /> t .,.-.: . _ <br />;N'^ <br />~ ''" on'. L iria;.'Co o <br />.~,. do `"" Tested/Calc'd By: K.P. Date: 9-27-01 <br />~ <br />R? ~ "~?oflNa~eriaf: (`,oa <br />~ ;: ReviewedBy:•~C~~ Date: !D l`7I(~I <br />;, ... <br />~!?~. . <br />., C;,.;:. <br />; <br />:: a of material ; N <br />kS <br />~': <br />Moisture/Density Relationship: 6~TM Method: A <br />~ , <br />,- <br />~ r <br />~,r, ;:>: <br /> • ~...,. <br />' <br />Elevation <br /> I y <br />~ ~ <br /> ' , ,_i.`. _ ~ Date <br />~: - i Location of Test Hole of Test <br />.~ <br />:1%" s` ~ j ~ Datum <br /> _'~,~ 9-27.01 ; t; , ` er pole 0 <br /> ~, „r-," <br />i ~' , <br />27-111 ~ <br />t; <br />ower pole, ±25' east <br />0 <br /> , <br /> <br />~sn 4~f.. <br />y:_ ~;; <br />9.27-01 ~ <br />: <br />F ~ <br />Ower pole, +60' east <br />0 <br /> <br />~" .` ,~: <br />~ <br />`r ,. ~ <br />8-27-01 <br />I ~ <br />'ower of +75' east <br />P e, <br />D <br />'~'~ , . <br />. <br />. <br />' <br />• ~ <br /> ' _ <br />. <br />~< <br />_ .47,01 i. wer pole, +100' Bast 0 <br />.. 8=17-01 't,' ~werpole,+126'east. <br />7 0 <br />~ , <br /> ~~~' P~{wsturel' ~ ~ um Max. Dfy' In~tace Chamcteristitx Relative Within <br /> • ' <br /> - , Density FAo isttrre Density; Moisture Dry Density Compaction Specs Comments <br />iii; ,, <br />' <br />' <br />'' W °k <br />F °h <br /> t <br />=? <br />'. o. ; <br />fab pcT pc <br /> ~~ ~~ <br />~ ~ ? 1 . i : i. <br />~ '2 <br />6 79 <br />3 6.4 67.7 85 N 10,15,18 <br /> Fi <br />~ ~. . I :, . <br />.. . <br />1 <br />$f ~'~ ~~ j 1. i 2.6 79.3 7.2 81.7 100+ Y 10,16,18 <br /> <br /> ~~~ ' ~ 1 ~ 2 <br />6 79.3 .i 9.5 80.0 100+ Y 10,15,18 <br />`. , <br />, . . <br />_ . <br />L <br />s:• . <br />.. <br />~iEi f <br />1 , f 2.6 79.3: 10.4 77.8 98 Y 10,15,18 <br />~~ 58=. ~ ' 1 ~ '! ~ 2.6 79.3 12.0 75.9 96 Y 10,15,18 <br />gg <br />T€4 ~,.-: <br />•': & <br />~ <br />~.. ~ ~ <br />„~ <br />{2.6 <br />79.3 ~ <br />10,7 <br />76.7 <br />97 <br />Y <br />10,15,18 <br />w~ : .1~ II <br />tL: . l <br />j :. <br />i „ ~_ ~y~~e I <br />. 810 6% nun. req'd 14. Tested 0.1958/AASt170 T•217 19. Tedad Wcations on AcamPanYing Sitn Ptan <br /> , o f : <br />.•. . <br />: ~-"`~•".'~ ~ I .. ~ 9; 9 <br />` <br />% min. rey'd 19. Tasted ASTM 6283.71 20. Specifications Unknown , <br />~- <br />*' ~ ;> rasa Counm <br />. <br />I ~ <br />.i r <br />~ . ~ <br />18. Tested ASTA7 0.292R1M,.HTO <br />~ .. <br />-, ~ ~ <br />~ 70. 95% min. rW'd T-217 27. 82.969E Compad3on rewired <br />F <br />a Pavltrrert~ ~~ <br />~ <br />.. ~e <br />~ > , <br />t1. 9~% min. req'd <br />17. Rock wrrection applied to peturre Too of Geb ells <br /> . <br />;~cHelow <br />_ .Fong <br />Z~ <br />% ~ <br />'d maaknsn dry density AASHTO ~ Note: Tess reported to herein an not part of a <br />rogram of <br />corklnuous monftwin <br /> . t ^ <br />~ T-~ g p <br />. ~:{7'.Abow Footing Bottom <br />- : I 13 ~ <br />'~ Moistun neq•d H- <br />~ 19.Other. Moi urea are own dried ~~~ aperntions and sccordingty <br />appty Dray to the atYUal 5xation tested. <br /> :.. t, ; <br />.. n,eM~ ... <br /> 6oPles to. <br />sc . ~ I <br /> <br />-pte~t~sosp9z7 <br />I . <br />~~~ I <br />