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• 9 01of1 <br /> TABLE 5 <br /> SUMMARY OF LABORATORY TEST RESULTS- COARSE GRAVEL <br /> CQA SERVICES FOR CONSTRUCTION OF AREA 2A AT <br /> FOOTHILL SANITARY LANDFILL,SAN JOAQUIN COUNTY, CA <br /> Project No.: 14-101-01 Contractor: R.J. Gordon <br /> Client: San Joaquin County <br /> Percent Passing Hydraulic <br /> Conductivity <br /> Sample No. Sampled Date 1-illch 1/4-ill C11 %-illch %-inch #4 #200 K(ciii/s) Remarks <br /> Specification 100 - 0-15* - 0-5 0-2 3.0 <br /> CG-1 07/09/15 100.0 92.0 62.0 37.5 0.5 0.0 3.1 Pass <br /> CG-2 08/07/15 99.9 84.4 34.0 15.5 0.9 0.2 12.6 Pass <br /> CG-3 08/18/15 100.0 81.6 36.6 18.2 2.4 0.6 9.6 Pass <br /> Measured Range 99.9 to 100.0 81.6 to 92.0 34.0 to 62.0 115.5 to 37.51 0.5 to 2.4 1 0.0 to 0.6 1 3.1 to 12.6 <br /> Measured Average 100.0 86.0 44.2 1 23.7 1 1.2 1 0.3 8.4 <br /> *Percent passing%-inch sieve was relaxed from<15 percent to<65 percent by the Design Engineer provided <br /> the material meets the design hydraulic conductivity. <br /> AdWMncar/ <br /> P:\14 Projects\14-101 (SJCDPW North County and Foothill)\Foothill CQA\Rep ort\Tables\Summary of Lab tests-CG.xlsx <br /> 6we.dmkai rW EmwnnraMN Consultants <br />