|
V
<br /> Ground
<br /> as sasAvenues, Inc. Figure 4: Log of Boring B-1
<br /> o, CA
<br /> t Gate Date :6/17/2013
<br /> 2ont Street Drilling Method : Hollow Stem Auger
<br /> n, CA Driller :V&W Drilling
<br /> Project No.: 2010.2 Logged By :Andrew Dom
<br /> F
<br /> z
<br /> 0
<br /> �+ U O
<br /> N ¢ DESCRIPTION o LAB SAMPLE
<br /> c7 in
<br /> LW 0.0
<br /> CLAY-Black,organic rich,dry,VL plasticity,no odor
<br /> 4CL
<br /> V
<br /> 5
<br /> SILTY CLAY-Orangish brown,fine sands,dry, no plasticity,no
<br /> odor
<br /> CLAY-Orangish brown,V fine sands,dry,VL plasticity,no
<br /> odor
<br /> L. 10
<br /> SANDY/SILTY CLAY-Brown,fine sands,gravel to 1/2cm,dry,
<br /> CL no plastcity,no odor
<br /> 1.. SILT`/CLAY-Brown;VF sand and silt,dry,no plasticity,no
<br /> odor,fractured
<br /> 15
<br /> v
<br /> CL
<br /> S
<br /> fi m
<br /> 20
<br /> 0
<br /> a
<br /> 9 CLAY-Brown,no sands,some silt,VL plasticity,dry,no odor,
<br /> g fractured
<br /> �. A
<br /> 9
<br /> 's
<br /> 7 25-
<br /> -
<br /> 5 CL
<br /> V os'
<br /> EE
<br /> L w
<br /> 30 SW - CLAYEY SAND-Brown,fine sand,well graded,dry/moist, no 15/20/26
<br /> `o odor 20/32/40
<br /> v SC SAND-Brown,fine sand,well graded,dry/moist,some silt/clay,
<br /> 6. `5 no odor
<br /> 10113/19
<br /> SW CLAYEY SAND-Brown,fine sand,well graded,dry/moist, no B-1 9 34'
<br /> a35 odor 12112/16
<br /> y CL SAND-Brown, F-C sand,well graded, no fines,dry/moist, no B-i CEJ 35'
<br /> �+ 3 odor
<br /> x CLAY-Brown, no sand,VL plasticity,no odor
<br /> m
<br /> " o
<br /> Ir 40
<br /> V
<br />
|