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NO11-12-2001 1045 MCCLRNE GANYQN <br />is <br />ee of <br />19708584619 P.03 <br /> WESTERN SOILJAGGREGATE FIELD DENSITY TESTS <br /> COLORADO <br /> TESTING, <br /> ' INC. <br />e y; . c. Test locations Designated 6y: WCT Job No : 305001 <br />an opi .lne ~ Authorized ey: Client Date: 8-27-01 <br />Ma dti TesteNCalc~d By; K.P. Date: 9-2i-01 <br />Boa Reviewed By: ~` ~ ~ Date: IO !'7 /OI <br /> <br />', N <br />ti1Y ASTM- <br />' MoisturdDensity Relationship: 898 Method: A <br /> Elevation <br />r <br />? <br />,. <br />~ ~~; <br />Date <br />location of Test Holo <br />of Test <br />;; patum <br />.:.. <br />:~::• <br />; <br />w ... <br />. g;'f?,; . <br />9-27-D1 ', <br />i; <br />. ,wer pole <br /> <br />D <br />i ,~'; 37-01 ,• !; ower pale, ±25' east 0 <br />°r.~r <br />' 9-27-01 ~ t ~ e wer pole, +60' east 0 <br />_ <br />' ~ ~,, <br />I ` <br />;~ <br />J-27-01 ~~ <br />4 <br />ower pole, +75' east <br />0 <br />y ,: <br />4[' . ~ i <br />~ .~7-01 i . <br />ower pole, +100' east <br />0 <br /> <br />:' ': 8=27-01 t;' wer pale, +125' east 0 <br />`'~ tNSfure ~ <br />• um Max. Df7r In-Place Characteristics Relative Within <br />' b tensity N{ une Density,. Moisture Dry Density Compaction Specs Comments' <br />'~?::'' Leh No. , pd % pcf °d+ <br />~~':i ~ 1 ! ' '2.6 79.3 j 8.4 67.T 85 N 10,15,18 <br />rr <br />r I 1 ~:~~ ~2.fi 79.3 7.2 81.7 100+ Y 10,15,18 <br />• <br />~ ' <br />' ~~3 ~ 1 ' . 2.6 79.9 ': 9.5 80.0 100+ Y 10,15,18 <br />`,'saki 1 2 <br />6 79 <br />3 10.4 77.8 8B Y 10,15,18 <br /> . . <br />~~Sf <br />i.:~..: ~ ' 1 2.6 79.3 ~ 12.0 75.9 98 Y 10,1b,18 <br />''P'^8 i ' 1 2.6 T9.3 ~ 10,7 76.7 97 Y 70,15,18 <br />-. i <br />~~' I <br />lgfide B: 0' <br />iequ u'. ! ~.. . <br />~ 9, 9 4 <br />w CourYe <br />.unr. I ~ ta' ~ e <br />e1aw.FO~nng <br />yova Fooyng Bottom <br />inc to: <br />, min. req'd <br />min. req'd . <br />4 min. req'd <br />G min. req'd <br />% min. roq'tl <br />_% of optknvm <br />14. Tested 0.7958/AASMTO 7.417 19. TestW Loeriions on AccomPSnYirq Site Plan <br />19, Tested AS"rM 0.4044/ 40. apeeirrcetiolr5 Unknown <br />18. Tested pSTM 0.1944/AAStrTO 41. 92.96M. Compaction required <br />T-117 <br />1]sturrc Tao of Gob olio <br />17. Rock correction applied to fiote: Tests reported to ttercln sra net pert Of a <br />maximum dry denary AA844Tf] contlnuous monitoring program of <br />T-224 <br />79.Olhrr. Mei urea are o n rigid compaction operations and eccordingty <br />~~~ ~ ~ appty any to the arsual location testatl. <br />