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cg ("_:eai''•-r Rte:. -=�: ,-?. _-.: ._.� ...,: .� - <br /> L <br /> rxq'7 <br /> I <br /> DEPTH SAMPLE BLOW COUNT DRY UNIT MOISTURE (Pp) <br /> DESCRIPTION USCS WEIGHT CONTENT Qu <br /> First Last <br /> ft OWL 6 1n 12 In E6/tta % lonlft <br /> 0'-0.5' Asphalt over sandy <br /> gravel base, ---- <br /> 0.5'-4' Dark gray sandy SILT to !1I, <br /> silty SAND, dry, uM <br /> 1plastic, some odor, --T <br /> 4r-30.5' Dark gray silty clay, <br /> 5 moist, medium pla`itl- <br /> city, less moisture at <br /> 7 feet, becomes <br /> greenish gray, <br /> 10 <br /> a! CL <br /> l 15 moister at 15' <br /> 1 <br /> 20 <br /> 25 damp at 251, locally <br /> S 10 more silt, some odor 25 <br /> _ at 261 <br /> t <br /> 30 - <br /> 30.5'--43' Brown and gray clayey <br /> G 14 SILT to silty CLAY, 25 <br /> _ damp to moist, medius _CL/ <br /> plasticity, slight M7, <br /> odor at 311, <br /> �- 35 <br /> 3 9 7.5 <br /> Log continues on next plate <br /> Data Drilled:_L/',4/89 <br /> 1 <br /> r ROEX BROTHERS PlbPERTY LOG OF BORING NO. MW-3 <br /> BALBI & CHANG ASSOCIATES PROJECT Na. 1705-1 DATE 4/21/89 <br /> Gootechnlcal Consultants / Materials Testing PREPARED BY DAR PLATE B_6 <br />