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4-Inch AC over 4-Inch Base Fill: SILTY CLAY (CL) brown, moist Natural: CLAYEY SAND (SC) brown, very moist to wet, loose @ 5 feet, very loose SANDY CLAY (CL) grey brown, very moist, stiff CLAYEY SAND (SC) grey brown, very moist to wet, loose to medium dense SILTY CLAY (CL) brown, wet, soft to firm, trace sand CLAYEY SILT (ML) brown, wet, firm SILTY SAND (SM) brown, wet, loose SAND (SP) brown, wet, loose SILTY CLAY (CL) grey brown, wet, stiff 104 102 111 97 107 95 D D D S D S D S D 13 5 15 10 6 7 14 8 13 17.0 18.6 17.9 18.6 24.9 24.9 18.9 23.5 27.2 SAMPLE TYPES (P C F ) Standard Split Spoon MO I S T U R E DESCRIPTION OF SUBSURFACE MATERIALS SA M P L E T Y P E Bulk Sample Tube Sample (% ) Bulk Sample S A-2 9-22-23 (% ) Drive Sample DR Y D E N S I T Y (B L O W S / F O O T ) EL E V A T I O N (F E E T ) This summary applies only at the location of this boring and at the time of drilling.Subsurface conditions may differ at other locations and may change at thislocation with the passage of time. The data presented is a simplification of actualconditions encountered. FIGURE B This summary applies only at the location of this boring and at the time of drilling.Subsurface conditions may differ at other locations and may change at thislocation with the passage of time. The data presented is a simplification of actualconditions encountered. Standard Split Spoon Drive Sample SA M P L E T Y P E FIGURE DE P T H S EL E V A T I O N GROUNDWATER LEVEL (ft): PROJECT NO.: 0 5 10 15 20 25 30 35 55 50 45 40 35 30 25 20 D DATE DRILLED: EQUIPMENT USED:EQUIPMENT USED: (F E E T ) T 3204.I MO I S T U R E 8 " Hollow Stem Auger PE N E T R A T I O N RE S I S T A N C E DESCRIPTION OF SUBSURFACE MATERIALS DE P T H Rock Core D B 3204.I A-2 DATE DRILLED: MATER DEI DANCE STUDIO Tube Sample (F E E T ) LOG OF BORING NO. B-2 Rock Core SAMPLE TYPES T C 55 50 45 40 35 30 25 20 C 9 (F E E T ) 0 5 10 15 20 25 30 35 1202 W Edinger Ave10/3/2024