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• 01of1 <br /> TABLE 4 <br /> SUMMARY OF LABORATORY TEST RESULTS- GRANULAR DRAINAGE MATERIAL <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 /> Specification - 100* 0-40* 0-20 0-5 0-3 <br /> 1.0 <br /> LCRS-R1 08/06/15 100 100 27.6 4.6 2.8 1.9 2.0 Pass <br /> LCRS-R2 08/18/15 100 99.5 35.7 4.3 2.2 1.5 - Pass <br /> LCRS-R3 08/18/15 100 100 26.1 2.6 1.7 1.3 1.8 Pass <br /> LCRS-R4 08/21/15 100 100 44.5 6.6 2.8 1.8 - Pass <br /> LCRS-R5 08/21/15 100 99.6 45.6 4.6 1.8 1.1 3.6 Pass <br /> LCRS-R6 08/25/15 100 100 47.7 7.7 2.4 1.5 - Pass <br /> LCRS-R7 08/28/15 100 100 17.4 0.7 0.5 0.4 10.2 Pass <br /> LCRS-R8 09/02/15 100 100 36.6 0.4 0.2 0.2 3.8 Pass <br /> LCRS-R9 09/04/15 100 99.6 23.2 2.2 0.9 0.7 7.7 Pass <br /> Measured Range 100.0 99.5 to 100 17.4 to 47.7 0.4 to 7.7 0.2 to 2.8 0.2 to 1.9 1.8 to 10.2 <br /> Measured Average 100.0 99.9 33.8 3.7 1.7 1.1 4.8 <br /> *Passing W was relaxed from 100 percent to>98 percent,and passing#4 was relaxed from<40 percent to<52 percent <br /> by the Design Engineer provided the material meets the design hydraulic conductivity. <br /> Anh►affWcad <br /> P:\14 Projects\14-101 (SJCDPW North County and Foothill)\Foothill CQA\Report\Tables\Summary of Lab tests-GDM.xlsx E n h AkfarbewA6Disc. <br />