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<br />Sample <br />No. <br /> <br />528-1 <br />-2 <br />-3 <br />-4 <br />~5 <br />-6 <br /> <br />S34-1 <br />-2 <br />-5 <br />-5 <br /> <br />844-1 <br />-2 <br />-3 <br />-4 <br />-5 <br />545-1 <br /> <br />84:8-1 <br /> <br />S49-3 <br />-4 <br /> <br />Name <br /> <br />Fox-Dilley <br />If .. <br /> <br />.. II <br />fI II <br /> <br />It .. <br /> <br />II .. <br /> <br />Kessler <br />II <br /> <br />II <br /> <br />II <br /> <br />Rodgers <br />II <br /> <br />Stough <br />Butterfield <br />School <br />Wagner <br /> <br />Mumma <br /> <br />Lamberg <br />II <br /> <br />Nearest <br />"Town <br /> <br />Canon City <br />II .. <br /> <br />II .. <br />If II <br />U If <br /> <br />II II <br /> <br />Howard <br />II <br /> <br />II <br /> <br />" <br /> <br />Las Animas <br />II U <br />., U <br />II fI <br /> <br />II .. <br /> <br />II .. <br /> <br />Poncha Sprgs. <br /> <br />Howard <br />II <br /> <br />TABLE n. <br />CLAY SAMPLE EVALUATIONSl <br /> <br />Particle Size <br />Grit . Colloidal Yield <br /> <br />0/0 % <br />8.3 39.5 <br />7.9 39.6 <br />9.1 37.0 <br />Z.O 49.3 <br />5.8 30.2 <br />6.0 43.8 <br /> <br />_ Permeability <br />Layer Filter <br />i.-.. <br />ft/day 10-3 mi/;;-in <br />0.58 5.1 <br />2.29 4.8 <br />0.58 1003 <br />2.50 7.7 <br />6.80 8.3 <br />0.0 800 <br /> <br />104Q <br /> <br />Mixability <br />Index <br /> <br />77.5 <br />34.9 <br />4805 <br /> <br />""''"''='= <br /> <br />93.5 <br /> <br />97.5 <br />93.9 <br /> <br />12.6 <br />11.5 <br />31.5 <br />8.5 <br />16.9 <br />38.2 <br /> <br />89.7 <br /> <br />1000 <br />15. <br /> <br />560-1 Welte Colo. Sprgs. 9.4 Z5.3 57.12 48.8 <br />-2" "" 5.0 32.2 38.90 35.5 <br />-3" "" 6.5 31.3 n.80 38.0 <br />-4 II "" 3.5 37.3 29.84 57.0 <br /> <br />S64,,1 Harvey Parkdale 18.9 44.4 73.92 130.0 <br />-3 II "8.4 23.9 3.20 8.5 <br />573-2 Mahan Pueblo 3.2 31.7 33.90. -17.0 <br />S7!l-Z Vahldick West cliffe 15.5 42.2 67.46 36.5 <br />500-1 Am. Colloid Wyoming) 2.8 86.8 0.0 009 <br />nnn n _ . -_.. - . <br />>>....-Q . U ana w tiase :So Africa 1. 4 86.8 0.0 0.9 ____ <br />I For additional details as to test procedure, see TABLE I. page 3. of 3rd Quarterly Progress Report. <br /> <br />0.9 <br />008 <br />2.6 <br />1.4 <br /> <br />0.0 <br />15.0 <br />1014 <br />32.20 <br /> <br />26.7 <br />19.1 <br />10.1 <br />36.2 <br /> <br />26.1 <br />22.9 <br />27.7 <br />22.5 <br /> <br />5.7 <br />4.'1 <br />7.8 <br />1.9 <br />3.9 <br />7.9 <br /> <br />55.3 <br />63.0 <br />55.0 <br />66.1 <br />58.1 <br />55.6 <br /> <br />0.0 <br />0.0 <br />1.16 <br />0.74 <br />0.0 <br />0.48 <br /> <br />0.9 <br />0.9 <br />4.7 <br />1.2 <br />1.0 <br />16.8 <br /> <br />2.4 <br /> <br />30.6 <br /> <br />0.26 <br /> <br />4.3 <br /> <br />6.7 <br />22.1 <br /> <br />35.6 <br />49.8 <br /> <br />0.30 <br />2.88 <br /> <br />206 <br />1.9 <br /> <br />38.1 <br />42.6 <br />63.6 <br />62.1 <br /> <br />38.1 <br />11.0 <br />82.4 <br />91.5 <br /> <br />-=-- <br /> <br />Swelling <br />Index <br /> <br />9ft <br />88 <br />90 <br />30 <br />60 <br />100 <br /> <br />60 <br />60 <br />50 <br />68 <br /> <br />230 <br />312 <br />III <br />253 <br />150 <br />130 <br /> <br />. <br />01>- <br />. <br /> <br />110 <br /> <br />17.7 <br />54.3 <br /> <br />20 <br />25 <br />50 <br />30 <br /> <br />40 <br />-10 <br />50 <br />25 <br />e!'1 <br />594 <br />