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• • <br /> ur,corlFl!!FD <br /> ..,. i`:~'i t•1'J1~'tlll ~ :,; IL •:GJGG LI...IS CCt•NI?ESS1L'E PERI4CABILITY i:cf[fi Tfi <br />TOLE ~~~ S/~A1PLC fi:NSITY CONTENT LL PI STRENGTH X10-4 SOIL FIGURE <br />tJO~.__!~E~T) ~cfl~ ___"; (.' ) ~ _y ~isf) ___ (c!W~;ec) I%CSCRIPTICft MO. __ <br /> <br />3-1 15.0 --- 16.1 40 l7 --- -•- CLAYSTONE BEDROCK 11 <br />3-1 19.3 89 34.2 --- --- 4000 --- Neathered LLAYSTONE -25 <br />3-2 18.0 --- 32.6 36 15 --- --- CLAY 12 <br /> <br />3 3 <br />;.:,: <br />3.5 <br />91 <br />10.2 <br />--- <br />--- <br />--- <br />--- <br />CLAY, silty, sandy 20 <br />`~• FD-( 5 to 1 122 11.6 25 8 --- --- CLAY, silty @ 100X <br /> of optimum D-1557-10 13 & 20 <br />T E~2 4 119 12.4 28 10 --- 0.024 CLAY, silty @ 99X of 14 <br /> optimum D-1557-70 <br />re 2. 10 to 12 115 15.6 .24 9 3200 --- CLAY, silty @ 96.5 15 & 26 <br /> of optimum A5T14 <br /> D-1557-70 <br />~3 4 --- --- 25 8 --- --- CLAY, silty 16 <br />-;~ T®-3 1 114 16.6 27 11 3100 ---• CLAY @ 93.0'6 of 17 & 2% <br />- optimum ASTI•I <br /> D-1557-70 <br />SUMBiARY OF LABORATORY TESTING <br />Table 2.05.3(6)(c)-1 (con't) <br />