Laserfiche WebLink
SAMPLE <br />DEPTH <br />pH <br />EC <br />SAT <br />Na <br />Ca <br />Mg <br />SAR <br />EPS <br />CACO <br />S <br />Tons CaCO3 Req. / 1000 tons <br />SAND <br />SILT <br />CLAY <br />TEXTURE <br />0ARSE FRA <br />inches <br />units <br />mmhos /cm <br />% <br />meq /I <br />meq /I <br />meq /I <br />units <br />units <br />eqv. % <br />% <br />Am't Req. <br />Am't Avail <br />Excess <br />% <br />% <br />% <br />Classes <br />% <br />79 -SP1 Ap <br />0 -6 <br />7.7 <br />0.5 <br />53 0 <br />2.0 <br />2.9 <br />0.6 <br />1.4 <br />0.7 <br />4 6 <br />0.02 <br />0 63 <br />46.69 <br />46.06 <br />50.8 <br />17 6 <br />31 6 <br />SCL <br />79 -SP1 B <br />6 -10 <br />7.8 <br />0.4 <br />44.6 <br />1.9 <br />1.9 <br />0.5 <br />1.9 <br />1.2 <br />4.8 <br />0.02 <br />0 63 <br />48 00 <br />48.00 <br />59.8 <br />13.6 <br />26 6 <br />SCL <br />79 -SP1 C <br />10 -18 <br />7.9 <br />0.4 <br />42.6 <br />2.1 <br />3.2 <br />0.5 <br />1.5 <br />0.9 <br />4.9 <br />0 01 <br />0.31 <br />49.44 <br />49 44 <br />60.8 <br />11.6 <br />27.6 <br />SCL <br />79 -SP2 Ap <br />0 -6 <br />7.5 <br />0 9 <br />42 6 <br />2.2 <br />6.3 <br />1 5 <br />1.1 <br />0 3 <br />0 8 <br />0 02 <br />0 63 <br />8 34 <br />8.34 <br />62 8 <br />16.8 <br />20.4 <br />SCL <br />79 -SP2 B <br />6 -12 <br />7.4 <br />1.1 <br />42.6 <br />3.1 <br />4.1 <br />2.1 <br />1.9 <br />1.5 <br />0.7 <br />0.02 <br />0.63 <br />6.74 <br />6.74 <br />59 8 <br />25.8 <br />14.4 <br />SL <br />79 -SP2 C <br />12 - -36 <br />7.6 <br />1 1 <br />40.5 <br />2 9 <br />3.1 <br />3.6 <br />1.5 <br />0.9 <br />4.3 <br />0.02 <br />0.63 <br />43.37 <br />43.37 <br />65.6 <br />21.6 <br />12.8 <br />SL <br />79 -SP3 Ap <br />0 -6 <br />7 3 <br />1 1 <br />49.4 <br />1.7 <br />7.9 <br />1.3 <br />0.8 <br />< 0.1 <br />2.35 <br />< 0.01 <br />0.31 <br />23.51 <br />23.51 <br />49.4 <br />22.6 <br />28 0 <br />SCL <br />1 <br />79-SP3 B <br />6-12 <br />7.4 <br />0.7 <br />47 2 <br />1.9 <br />4 6 <br />0 8 <br />1.2 <br />0 5 <br />1.67 <br />< 0.01 <br />0 31 <br />16 73 <br />16.73 <br />52.4 <br />21.6 <br />28.0 <br />SCL <br />79 -SP3 C <br />12 -29 <br />7.7 <br />0.6 <br />45.0 <br />1.9 <br />2.9 <br />0.5 <br />1.5 <br />0 9 <br />4.91 <br />0.01 <br />0 31 <br />49 09 <br />49.09 <br />60.4 <br />13 6 <br />28.0 <br />SCL <br />79 -SP4 A <br />0-4 <br />7.8 <br />1.5 <br />46.7 <br />6 5 <br />5.4 <br />5.3 <br />2.6 <br />2.5 <br />4.9 <br />004 <br />1.25 <br />49.22 <br />49.22 <br />50.0 <br />16 8 <br />33 2 <br />SCL <br />2 -5 <br />79 -SP4 C <br />4-40 <br />7.7 <br />2 6 <br />42 5 <br />10.6 <br />7.5 <br />11.4 <br />3.2 <br />3.4 <br />1.9 <br />0.04 <br />1.25 <br />17.74 <br />17 74 <br />56.4 <br />10.4 <br />33.2 <br />SCL <br />2 -25 <br />79-SP5 A <br />0-4 <br />7.1 <br />1.3 <br />52.9 <br />1.9 <br />10.7 <br />1.8 <br />0.8 <br />< 0.1 <br />2.5 <br />0.02 <br />0.63 <br />24.72 <br />24.72 <br />44 8 <br />24.0 <br />31.2 <br />SCL <br />2 -5 <br />79 -SP5 C <br />4-10 <br />7.5 <br />0 5 <br />44.6 <br />2 2 <br />2.4 <br />0.6 <br />1.8 <br />1.4 <br />3.3 <br />0.04 <br />1.25 <br />32.09 <br />32.09 <br />54.6 <br />16.4 <br />29.2 <br />SCL <br />5-10 <br />79 -SP5 C2 <br />10-40 <br />7 7 <br />0 4 <br />44 5 <br />1 6 <br />1.9 <br />0.5 <br />1.4 <br />0.7 <br />4.7 <br />< 0.01 <br />0.31 <br />46.82 <br />46 82 <br />52.4 <br />16.4 <br />31 2 <br />SCL <br />5-25 <br />79 -SP6 A <br />0-4 <br />7.9 <br />1.3 <br />48.9 <br />3.5 <br />7.6 <br />2.6 <br />1 5 <br />0.9 <br />3 3 <br />0.02 <br />0.63 <br />25.29 <br />25 29 <br />60.4 <br />7.6 <br />32.0 <br />SCL <br />2 -5 <br />79-SP6 C <br />4-10 <br />7.8 <br />0.4 <br />44.7 <br />1.8 <br />1 8 <br />0.3 <br />1 8 <br />1 4 <br />3.1 <br />0.03 <br />0.94 <br />30 53 <br />30.53 <br />66.4 <br />6.6 <br />27.0 <br />SCL <br />5 -10 <br />Table 2.04.9 -1 <br />1979 Laboratory Analysis of Undisturbed Soil Samples <br />