Laserfiche WebLink
GEOTECHNICAL BORING LOG B-6 <br />Project No.603284-001 <br />Project Orangewood Real Property, LLC <br />Drilling Co.Martini Drilling Corporation <br />Drilling Method Hollow Stem Auger - 140Ib - Autohammer - 30" Drop <br />Location 1901 and 1919 Fairview Street (see Geotechnical Map, Figure 2) <br />Date Drilled 10-3-11 <br />Logged By JR <br />Hole Diameter 6" <br />Ground Elevation 100' <br />Sampled By JR <br />2 1 <br />C- <br />0 a, u <br />N S <br />Elevation Depth Graphic &€ <br />E2 <br />0C <br />SOIL DESCRIPTION <br />Rd This Soil Description applies only to a location of the exploration at <br />216 the time of sampling. Subsurface conditions may differ at other <br />'5:5 locations and may change with time. The description is a <br />Ur- simplification of the actual conditions encountered. Transitions <br />between soil types may be gradual. <br />Total Depth = 30 ft. bgs <br />Perched Groundwater encountered at 25.5' <br />Boring backfilled with soil cuttings and capped with AC cold patch <br />upon completion of drilling and logging <br />60- 40- <br />55- 45- <br />50- 50- <br />45- 55- <br />S-PITYPES: <br />B BULK SAMPLE <br />C CORE SAMPLE <br />G GRAB SAMPLE <br />R RING SAMPLE <br />S SPLIT SPOON SAMPLE <br />T TUBE SAMPLE <br />TYPE OF TESTS: <br />-200 % FINES PASSING I <br />AL ATTERBERG LIMITS I <br />CN CONSOLIDAMON I <br />CO COLLAPSE f <br />CR CORROSION I <br />CU UNDRAINED TRIA)UAL I <br />)S DIRECT SHEAR SA <br />El EXPANSION INDEX SE <br />4 HYDROMETER SG <br />VID MAXIMUM DENSITY UC <br />'P POCKET PENETROMETER <br />qV R VALUE <br />SIEVE ANALYSIS <br />SAND EQUIVALENT <br />SPECIFIC GRAVITY <br />UNCONFINED COMPRESSIVE STRENGTH <br />0 <br />... This log is a part of a repon by Leighton and should not be used as a stand-alone document. " 'Page 2 of 2