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F <br /> QTc Uality COntrol inspection <br /> M N <br /> G `rS <br /> LOG OF BORING - <br /> PROJECT: HENRY ROAD PARCELS ( EAST SIDE ) T . RAMPOLDI BORING DATE: 4 - 29 - 91 <br /> PROJECT NO: G 9 1 - 7 1 3 SURFACE ELEVATION: UNKOWN LOGGED BY: H R /D J <br /> EXPLORATORY NOT ENCOUNTERED <br /> TYPE OF BORING: DEPTH GROUNDWATER LEVEL: <br /> BORING NO: E1 LOT It <br /> O L O O 2> <br /> C1 <br /> I3 E E E 7 TYPICAL DESCRIPTIONS ' U >� LABORATORY <br /> pLLm� cc nZ TESTS <br /> r a <br /> v YELLOWISH BROWN FINE SAND WITH GRA`:LILAR <br /> CEMENTED SILTS <br /> YELLOWISH BROWN SILTY FINE SAND Wi CLAY <br /> YELLOWISH BROWN SILTY FINE SAND WITH <br /> CLAY , CEMENTED SILTS AND AGGREGATE <br /> 1 %4 " — 3 " ROUNDED AGGREGATE , COATED <br /> WITH YELLOWISH BROWN SILTY FINE SAND <br /> GREYISH BROWN SILT & CEMENTED SILTS <br /> WITH GRAVEL <br /> r <br /> I <br /> I <br /> GREYISH BROWN CLAYEY SILT & CEMENTED <br /> Z SILTS WITH GRAVEL <br /> lV'_ <br /> I <br /> BORING TERMINATED AT 25 FE_ T <br /> NOTES: 1 . ■ - Depth of relatively undisturbed sample 2. Above boring depths are <br /> X - Depth of undisturbed sample referenced to existing ground <br /> - Depth of sample attempt with no recovery surface at time of drilling. <br /> A: - Depth of refusal — exceeds 100 blows <br />