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<br />1? 7616
<br />600 500 400 300 200
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<br />DATE
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<br />LEGEND OF EARTH MATERIALS LEGEND OF BORING OPERATIONS
<br />MOORE IS, TABER NORTHERN CALIFORNIA
<br />UNIFIED SOIL CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION Plan of any boring ROTARY BORING PENETRATION TEST CONSULTING ENGINEERS AND GEOLOGIST - 8
<br />Pit OH CH MH OL I C. L I ML SC I SM � ,3P I SW GC 611 FOR SOILS Lo I cation
<br />Sands with fines Clean sands Gravels with fines Cleangra Peat B-No. Location
<br />ivels -yfl,
<br />Highly Gravel D-1 H Rotary boring
<br />Silts and clays <5%fines >12%fines organic matter APPROVED JOB No. 3711,48 F-4
<br />Silts and clays >12%fines <5%fines According to the Standard PenetrationTest Top hole ele,v. B-No. 11
<br />organic Liquid limit greater than 50 Liquid limit less than 50 REGISTERED CIVIL ENGINEER No. 9 105
<br />Solis Sands- more than 50% of coarse Gravels- more than 50%of coarse Diamond core boring Cosi Top hole elev. "11NA jil 1111,411LINIA !I ;I'll AillidIIIIIIIIIN, ItI11111116,111 1111111ji'llill 1,1411111 i I'll I 1 111 ", Ih Ill I,, 1,11111hilill l I'll All dill 1:,,,, 1111 d 11, h
<br />Moisture (% dry wt.) 9
<br />froction 13 smaller than N2 4 sieve. fraction is larger than N24 sieve. Sand Fill material N2 of blows Granula r Cohesive --Somple number PUS
<br />&Z"A Se hed —P
<br />Fine grained soils Coarse grained soils Dry density (Ib3./CU1l
<br />(More than . 50% is .1, smaller than NQ 200 sieve) (more than 50% is larger than N2 200 sieve) Silt Shale 0-5 Very loose Very soft R Auger boring Unconfined compressive -Size of sample (inches) 10 COUNTY OF SAN JOAQUIN
<br />Blows per foot If ��hfie representction
<br />LABORATORY CLASSIFICATION CRITERIA
<br />M (Using a 1401b.hommer- Seconds per fbot__`L 19 12 0 driving ll
<br />5C DS& (D.Arl 6-10 Loose Soft Sample boring strength (tons/sq.ft.) (Using A N6., 2
<br />X GW and SW - Cu= greater than 4 for G W & 6 for SW; between I a 3. Designates other soils 20
<br />W DID Djo x D60 Clay Sandstone rbn Ylith a 30"drop) MCr Kiernay) - 21
<br />CH Jet boring C - Consolidation 30
<br />�40 — 11-20 Sernicompact Stiff 4 110504 1 1.4 65 41 WALKER LANE BRIDGE (#192�!)
<br />0 or GP and SP - Clean gravel or sand not meeting requirements for GW and SW.
<br />Ell S- Direct shear
<br />GM and SM-Atterberg limits bli line or P 1. less than 4. Sandy clay or Aj r 44
<br />+ 1� 21-35 Compact Very stiff Test pit G.W. S, Y Conformable material change
<br />t: 310 Z Limestone 12
<br />GC and SC-Atterberg limits above "A' line with Pl. greater than 7. Mclayey sand EM E - Expansion Elevation Hammer oper- 5
<br />P OH and MH Approximate material change 6
<br />to 27 T Date at-ing at 115 io %
<br />Fines (silt or clay) Fine medium "Cool Fine, I Coarse lCobblesilBoulderlill Sandy silt or Metomorphic 56-70 Dense Hard -Triaxial compression
<br />sand sand Isandl qrave gravel silty sand (9) 2 V4 "Gone penetrometer 21 31
<br />CL rock Unconfortnable material change
<br />Sieve sizes 2 V171 >70 Very dense Very hard 40 LOG OF TEST BORINGS
<br />ML 1DL 7 Silty claX or 2 I/P. Gone penetrometer
<br />Igneous rock %W By C3 'RIF
<br />w -90 ii Classification of earth' materials shown on this sheet is based on flild inspecti M clayey sit Date of Date 1"N"K " III-,_
<br />00 0 40 BID 6D 70 onan 20 40
<br />LIQUID LIMIT should not be construed to imply laboratory analysis unless so stated. boring Se6onds per foot Scale 1 10 Dote Mag 1971 0 .. heck by PID.M. Drawing
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