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SS9701-LR 940624MAXIM ENGINEEFIS, INC. 2~2 FeMM · P.O. Bm MOISTURE DENS1TY I {UATIONSHIP ] EPORT 06/24/94 ~ ~"' 06/22/94 0393000626 G~p~e ~k Sew~ Bm~ P~ I ~ H - ~ ~16 - G~e, T~'. Mo~~i~ Rela~o~ of Soft ~ D 698 A l~nmer Type ................................... Preparation Procedure ............................. Material De~cflption .............................. Unified Soil Clarification ...................... Liquid Limit ............................... Plastic Limit ............................... Plasticity Index ............................. Percent Passing No. 200 Sieve .................. Maximum Density ............................ Optimum Moisture ........................... Mechanical Dry Reddish silty sandy cl~ with some dark brown ~lmle Sewer line Smflcm 8+00 CO' - 109 21 11 10 3sa perc 120.6 lbs./cu.ft. 12.1 percent Technician: S. Toiler /cey City of Coppell - Jim R. Ragsdill City of Coppell - Garreth Campbell, Sr. ~ MAXIM ENQINEER~, INr~ E.g~,eedng a,,d ~ c~x~aa~ MOISTURE DENSITY I~ATIONSHIP I~I~ORT 2~2 FebeM · P O. B~ E;~,~ e Delle~ 1X ~-~ 0~/24/94 ' ~, v.~ 06/22/94 0393~26 Gm~e C~ek Sewer B~ P~.I ~d ~ - ~ ~16 - Gm--e, T~ Mo~emiw ~om of Soft ASTM D 698 A Unified Soil ~:~lcation .... Material Origin ........... Uquid Limit ............. Plastic Limit ............. Mechanical Preparation Procedure ............................. D~ Material Description .............................. Light red sandy c]~ wl~ ~ seams and sand~one Plasticity Index ........... Percent Passing No. 200 Sieve Maximum Density ......... 'Optimum Moisture ................ 17 16 1 30 percent 119.7 ll~ Jcu.l~. 11.8 percent Technidan: $. Toiler /cey City of Coppell - Jim P.. Ragr, ai, City of Coppen - Garreth Campbell, Sr.