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<br />x 3,223,000
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<br />.
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<br />- ~::.::::::::-::::-;.::::/; -C GENE-:::O=E OF
<br /><- CONCRETE SECTION
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<br />---
<br />
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<br />
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<br />
<br />Kd
<br />
<br />50 0 50
<br />11I1I1I1I11 I
<br />SCALE OF FEET
<br />
<br />AP 3040
<br />t.
<br />
<br />...
<br />
<br />C::=
<br />107
<br />
<br />772c::>
<br />
<br />EXPLANATION
<br />ICONTINUED FROM OWG.362-D-6001
<br />
<br />SOIL AND ROCK HARDNESS
<br />IIAIUIQlSS AS USED IN EXPLANATION AND GEOLOGIC LOGS
<br />1. Not LJsed
<br />
<br />2. SOFr: Thunb can be inserted to knuckle, granular materials
<br />crush down completely and easily to individual grains.
<br />
<br />3. FIRM: In-place material can be thtDb printed when moist.
<br />
<br />4. CCMPACT: (equals Hard in cohesive soils terminology)
<br />Cannot be thuob rrinted. Beginning of c..entation.
<br />Granular BWlterialB can be cruahed in fingers, but may
<br />contain cemented aggregates difficult or impossible to
<br />crush in fingers. Includes clay C6WeIlted ....terial,
<br />which should be noted.
<br />
<br />POORLY CEMENTED OR POORLY 1NDURATED: Does not break down
<br />or 80ften in water. Very difficult, or impossible to
<br />crush in fiDJ!lllre. but ~ can be scraped or cn.b~".j,
<br />and grains ~ off _ily by Iumd.
<br />
<br />6. CEMFJITED OR 1NDUllATED: Grains can be scraped off w'Cft
<br />fingernail or knife blade. One-half inch lumps can be
<br />crushed with pliers, and there is a tendency for material
<br />to crush to powder. Nx core in 12-inch lengths caD be
<br />broken in Iumda_
<br />
<br />7. WELL CEMENTED OIl WELL IIlIlURATED: Only 1~ smaller than
<br />1/2 inch csn be broken in pliers. _ cruatled there is
<br />a distinct tendency to break down to aI18U1ar chips rather
<br />than individual grain1l.
<br />
<br />8.
<br />
<br />HARD: Can be broken down to grains with a ~r J but does
<br />
<br />'~~~\
<br />. \c\\ '. I
<br />
<br />......\,......\j
<br />
<br />
<br />~1
<br />!
<br />
<br />AP3069~
<br />
<br />Q 1
<br />
<br />AP 3041
<br />t..
<br />
<br />NOTE
<br />
<br />Complete logs of all exploration are
<br />included in these specifications,
<br />follOWing the draWings
<br />Cross.Section A.A(Port 2) shown on Dwg.382O{)-80:
<br />Cross-Section C-C and 0-0 shown Owg, 382-0-809
<br />Cr oss-Sect ion E-E shown on Dwg.382-0-810,
<br />
<br />t.AP,.AP
<br />
<br />In-place Moisture Determination Holes
<br />{AP 3012 thru 30581. drilled with a
<br />4" diameter power auger. No detailed
<br />log prepared
<br />
<br />',-0_.....,....." ,~
<br />~.
<br />
<br />
<br />o .UllAYS flUnK SAfETY
<br />
<br />UNITED STATES
<br />DEPARTMENT OF THE INTEF?IOR
<br />BUREAU OF RECLA MAT/ON
<br />
<br />FRYINGPAN-ARKANSAS PROJECT-COLORAOO
<br />
<br />Qol
<br />
<br />PUEBLO DA M
<br />LOCATION OF EXPLORATION
<br />AND SURFACE GEOLOGY
<br />
<br />_L_,,?:~,. SUBMITTED .#~ ~
<br />M.,\ ~_'::ECOMMENDED_df. R. ~__~__
<br />. -.'.APPROVED ~c..~...(~~uuu
<br />AC~ C""ffF, ENG"G. ~~y- fj,VI' ION
<br />
<br />'00
<br />I
<br />
<br />CHECKED
<br />
<br />DENVER, COLORADO, JANUAF'lY 20, /970
<br />
<br />382-0-801
<br />
|