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M·£• t·; :: 4..7?k . <br />01 " <br />DEFINITION OF TERMS*+ ,................ <br />PRIMARY DIVISIONS SYMIOLS .SECONDARY DIVISIONS 4999>' <br />CLEAN -:t ¥4*1GRAVELS --G W ,- <br />MORE TMAN .RAVELS 4, ....1. A. <br />222 HALF OF <br />(LESS THAN -I ap :·c:z·-• Ira··• - ef·"·-0,/ ·•a-,- ·•,0 - 1 .-i f62;ffO--8% FINES) <br />COARSE <br />!!! ozi LA"Qi. THAN <br />6. C- NO. 4 SIEVE <br />23=- <br />glf SANDS <br />w 5 0-MONE THAN <br />.ZE MALF O. <br />01.5 COA•Il <br />HACTION I <br />GRAVEL '6 <br />W.TH FINES 0 <br />CLEAN <br />SAND. <br />CLESS TMAN. <br />SANDS F <br />WITH FINE. M tD'' <br />-- 1.0.- <br />SW W- 91*4 al,alla. /,-ly Bal,4 m = I Ihl. ':2, <br />SM Sily laille. OU/-,H, m,molle, Ilglllilelle Ille& <br />,...,1 :.d·*.St >:.dr <br />L. <br />8!LTS AND CLAYS <br />LIQUID LIMIT IS <br />LESS THAN GO L_ i Ct.,4 8-4 clave. I... c.".:lilli:. <br />SILTS AND CLAYS <br />LIQUID LIMIT I. <br />IREATER TMAN *00 <br />- OH 01-- ®-0 0 -••0- m ¥.I .,..u.,6 IYII, <br />./1,8- <br />HIGHLY ORGANIC SOILS VE P, P- -4/....44 04.- .4 <br />GRAIN SIZES <br />SAND GRAVELSILTS AND CLAYS <br />FINE MEDIUM COARSE FINE COARSE <br />COBBLES BOULDERS <br />200 40 .4 <br />Ul STANOAMO SERES SIEVE <br />2,4- 3' 12' <br />CLEAR SQUARE SIEVE OPEN-al <br />RELATIVE DENSITY CONSISTENCY <br />SANDS. GRAVELS AND CLAYS AND <br />NON-PLASTIC SILTS BLOWS/FOOT*PLASTIC SILTS STRENGTH ..BLOWS/OOT' <br />VERY LOOSE 0-4 <br />LOOSE 4-10 <br />MEDIUM DENSE .-30 <br />DENSE SO -GO <br />VERY DENSE OVER .0 <br />VERY SOFT 0- 1/4 0-2 <br />SOFT 1/4 - 1,2 2-4 <br />FIR.1/2 - 1 4-0 <br />ST./1-2 . -1. <br />VERY ST/F 2-4 1,1.- 32 <br />HARD OVER 4 OVER 32 <br />*NUMBER OF OLOWS OF 140 POUNO HAMMER FALLING 30-INCHES TO DRIVE A 2-INCH O.O. <br />(1-3/0-INCH LOJ SPLIT SPOON (ASTIO D-,ele)* <br />**UNCON/mED COMPIESSIVE STRENGTH IN TONS/SO. FT. AS DETER•INED BY LASOMATOR¥ <br />TESTING OR APPROXIMATED BY THE STANDARD PENETRATION TEST (ASTW D-ISIO). POCKET <br />PENETROMETER. TORVANE. OR VISUAL OISERVATION <br />BULK SAMPLE CALIFORNIA RING SAMPLE | || | STANDARD PENETRATION TEST <br />DRILLING NOTES: <br />1. SAMPLING AND BLOW COUNTS <br />RING SAMPLER - DRIVE ENERGY (ft-*10/11 of penetration) <br />STANDARD PENETRATION TEST -NUMBER OF BLOWS PER 12 INCHES SHOWN <br />1 NA - NO RECOVEREY <br />1 N - N-VALUE <br />IUCKET AUGER KELLY WEIGHTS: <br />2150 ID 10 26 n. 1350 tb to 47 fl <br />KEY TO LOGS <br />-0 <br />JOB NO.:D ATE:FIGURE: <br />01-3058-002-01-00 SEPTEMBER 1992 B <br />ICQ Incorpo,•ted <br />'14 ..=, + ti-t <br />-I .-