Laserfiche WebLink
GEOTECHNICAL BORING LOG B-4 <br />Project No.603284-001 <br />Project Orangewood Real Property, LLC <br />Drilling Co.Martini Drilling Corporation <br />Drilling Method Hollow Stem Auqer - 140Ib - Autohammer - 30" Drop <br />Location 1901 and 1919 Fairview Street (see Geotechnical Map, Figure 2) <br />C <br />0 U ZEW €W 5 8 E E- 239 <br />Date Drilled 9-30-11 <br />Logged By JR <br />Hole Diameter 6" <br />Ground Elevation 100' <br />Sampled By JR <br />SOIL DESCRIPTION <br />0= 2521 <br />E Ecom <br />26 This Soil Description applies only to a location of the exploration at. W u; the time of sampling. Subsurface conditions may differ at other2 0 5=5 locations and may change with time. The description is an tn- simplification of the actual conditions encountered. Transitions <br />between soil types may be gradual.N S <br />0- <br />SP <br />BB-1 <br />Artificial Fill: Undocumented (Aful: <br />5.5-inches AC over SAND (SP), subgrade, fine-grained to <br />medium-grained sand, dry, lightbrown <br />SM uaternarry young fluvial deposits (Ovn:SI L 1 Y SAN D (SM), l ight brown, dry, line-grained sand, trace fine <br />rounded gravel95- <br />S-1 V i 6 SM <br />2 <br />3 <br />loose, light brown, dry, fine-grained sand, poorly graded, <br />unconsolidated <br />90- <br />10 <br />qilillill Ill 5 CL <br />I0 <br />!5 SP <br />S-2 y 2 3 SP <br />3 <br />3 <br />R3 4 95 27 SP <br />7 <br />S-3 V 0 32 CE <br />SANDY CLAY (CL), dark olive brown, moist <br />SAND (SID, medium dense, light brown, dry, fine-grained sand, <br />poorly graded, unconsolidated <br />SAND (SP), loose, fine-grained to medium-grained sand <br />85- <br />15- <br />SAND with GRAVEL (SP), medium dense, light brown, slightly <br />moist, fine-grained to medium-rained sand with fine roundedgravel, poorly graded, unconsolidated <br />80- <br />20 <br />CLAY (CH), soft, reddish brown, moist, moderately plastic, trace <br />Silt <br />75- <br />25 <br />70- <br />SAMPLE <br />R4 6 101 22 SM <br />4 <br />4 <br />Silty SAND (Ski), loose, olive gray to orange brown veg moist,trace very fine-grained sand, and rootlets, thin beds ot wet <br />fine-grained clayey sand with concretions, gradational changes <br />TYPES: <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 [ <br />AL ATTERBERG LIMITS I <br />CN CONSOLIDAMON I <br />CO COLLAPSE I <br />CR CORROSION 1 <br />CU UNDRAINED TRIAXIAL F <br />)S DIRECT SHEAR S <br />El EXPANSION INDEX S <br />4 HYDROMETER S <br />,'ID MAXIMUM DENSITY U <br />'P POCKET PENETROMETER <br />7V R VALUE <br />A SIEVE ANALYSIS <br />E SAND EQUIVALENT <br />G SPECIFIC GRAVITY <br />C UNCONFINED COMPRESSIVE STRENGTH <br />El, MD, <br />CR <br />CN <br />... This log is a part of a report by Leighton and should not be used as a stand-alone document. " 'Page 1 of 2