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Al
<br /> Cham
<br /> Analysl
<br /> Sample, Samek Y[li
<br /> N o.
<br /> No. USCS DESCRIPTION CONST.
<br /> mpg -AynALT; VEL: subbase
<br /> BG-5
<br /> 0-1.75 SAND: dark brown, little silt, fine to medium, :o Q
<br /> 2 BG-5 damp
<br /> .°
<br /> 1.75•-3.5 - brown
<br /> •:
<br /> '- go
<br /> 4 BG-5 - SAND: dark yellow brown, trace silt, fine to Q
<br /> 3.5-5.25 medium grained, some mica, damp
<br /> SF77 0.• �.
<br /> 6 BG-5 SAND: yellow brown, fine to.medium, some mica,
<br /> 5004 5.25-7 = damp
<br /> BG-5 SAND: yellow brown, fine to medium, some mica,
<br /> g 7-8.75 damp `
<br /> r f.
<br /> BG-5 - •:
<br /> 8.75-10.5
<br /> °•
<br /> 10 e:o
<br /> 507/ BG--5 p °
<br /> 550 10.5-12.25 : SAND: dark brown to red brown, trace clay, some
<br /> : silt, fine to medium, .damD o°
<br /> 12 = o
<br /> BG-5 SAND: red.brown, little clay, fine to coarse 4 °�
<br /> 12.25-13.5 damp, brown grey, trace gravel up to 10mm
<br /> BG-5 ° o
<br /> ?, 14 13.5-15 ML SILT: a
<br /> grey brown, brown grey w/rust red •o
<br /> L6 staining, little to some fine to coarse san c
<br /> BG-5 trace fine gravel, mica
<br /> c
<br /> 16- 5010 15-17 Sm SILTY SAND: yellow brown, trace clay, fine to
<br /> p BG-5 coarse, dam
<br /> AND: yellow brown, trace clay, little silt, •' °
<br /> 18 17-18.75 fine to coarse, damp, trace of gravel p °.
<br /> - SAND: brown grey, some silt, little clay, fine .' .:o R
<br /> G-5 Sp coarse, damp ti
<br /> 20 8.75-20.5 Z AND: yellow brown, trace silt, fine to coarse,
<br /> G-5 damp, trace fine .gravel
<br /> SAND: yellow brown, trace silt, fine to coarse,
<br /> 513 0.5-•21.5 Z o
<br /> 22 _ Sp damp, trace gravel fine) 0
<br /> D; lifht green ye low to light yello brow ca c3
<br /> G-5 trace c a gra gd-ml
<br /> -
<br /> ceous, amp
<br /> 014 1.5-23 SILT: alt layers grey and rust red, some tine
<br /> 24 sand, micaceous, damp .o o
<br /> BG-5 SILT: grey brown/brown grey w/rust staining,som -'
<br /> 28-24:5 clay, micaceous, dam
<br /> BG-5 SILTY SAND: yellow brown-orange brown,fine °
<br /> 26- : sand, micaceous, damp q
<br /> 516 24.5-26.5 � SM O
<br /> L YEY SILT: brown grey, trace fine sand, mica-- .a
<br /> ML
<br /> BG-5 = ceous, dam some r qe
<br /> 28 26.5-28 CLAY: brown grey, trace silt, mod. plasticity,
<br /> BG-5 damp
<br /> 5018 28-29.5 CL little silt, some fine to medium sand, mica-
<br /> .30- BG-5 ceous
<br /> 299.55-31.5
<br /> 31.5-33 Izi SM UILTY
<br /> BORING N0. BG-5 COMPLETED AS MW-4
<br /> I.H. KLEINFELDER & ASSOCIATES ��
<br /> LOD] OVERHEAD DOOR PLATE
<br /> Ct0TKH'.1(A.k WVMAIAk 1, . MATIRMLS 1Ty11.c: LODl, CALIFORNIA
<br /> PROJECT No. 24-2001-7 LOG OF BORING NO. MW-4
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