Laserfiche WebLink
GEOTECHNICAL BORING LOG B-2 <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 Ci <br />0 U Z <br />Date Drilled 9-30-11 <br />Logged By JR <br />Hole Diameter 6" <br />Ground Elevation 101' <br />Sampled By JR <br />SOIL DESCRIPTION <br />E Eco <br />LU <br />N S <br />Ala <br />This Soil Description applies only to a location of the exploration at <br />£8 02 thetimeof sampling. Subsurfaceconditions may differatother <br />90 0 j locations and may change with time. The description is a0 (n- simplification of the actual conditions encountered. Transitions <br />between soi! types may be gradual. <br />0 <br />100- <br />Artificial Fill; Undocumented (Afu}:SP-SM 2.5-inches AC over SANDY GRAVEL (GP), becomes SAND with <br />SILT dry, loose, fine-grained sand, trace coarse-grained sandand fine-grained gravel. <br />BB-1 <br />R 1 5 93 2 SP <br />95-7 <br />6 SC <br />R2 4 100 2 SP <br />7 <br />I0 <br />-----------------*Inti;Ary young ii[Nial denosits (Ovn: <br />SAND (SP), medium dense, light brown, dry, fine-grained sand, <br />some si[t, poorly graded, unconsolidated <br />CLAYEY SAND (SC), medium dense, dark brown, moist, <br />fine-grained to coarse-grained sand <br />SAND (SP), medium dense, dark brown, slighly moist, <br />fine-gramed sand, poorly graded, unconsolidated <br />10 : <br />S-l 2 3 SP <br />90-3 <br />4 <br />15- <br />R-3 5 102 2 SP <br />85-8 <br />SAND (SP), loose, dry, fine-grained to coarse-grained sand <br />SAND (SP), medium dense, light brown, slightly moist, <br />fine-gramed to coarse-grained sand, trace fine-grained rounded <br />gravel, poorly graded, unconsolidated <br />20 <br />S-2 0 24 CL <br />80- <br />CLAY (CL), soft, reddish brown, very moist, trace silt, micaceous <br />25 <br />R4 9I 31 CH <br />75- <br />3 <br />5 <br />FAT CLAY (CH), soft, mottled dark blackish gray to oxidized <br />orange brown, very moist with fine gravel sized sandy angular <br />concretions, some root traces <br />SAMPEETYPES: <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 CONSOLIDAnON I <br />CO COLLAPSE 1 <br />CR CORROSION F <br />CU UNDRAINED TRIAXIAL F <br />)S DIRECT SMEAR SA <br />El EXPANSION INDEX SE <br />4 HYDROMETER SG <br />AD MAXIMUM DENSITY UC <br />'P POCKET PENETROMETER <br />IV R VALUE <br />SIEVE ANALYSIS <br />SAND EQUIVALENT <br />SPECIFIC GRAVITY <br />UNCONFINED COMPRESSIVE STRENGTH <br />... This log is a part of a report by Leighton and should not be used as a stand-alone document. " 'Page 1 0