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