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Consolidated Engineering LabsTable One ` Field Rensty Repan <br /> 4464 WilRoad—Suite C <br /> _ . <br /> Willow _ .. _ .. _ . .... <br /> Pleasanton,Calif.94588 <br /> PFN#879-92003 ACCT#1354-66 <br /> i <br /> Proj: nk 'j]tRule 4CEL Project Number: LAW 35 Report# 01 <br /> LOCATION KEY Elevation Key <br /> BF—Backfill EXC—Excavation TR—Trexb SG Subgrade FSG—Finish Subgrade <br /> BP—Building Pad FTG—Footing WL—Wall FG—Finisb Grade FAB—Finisb Aggregate Bae <br /> ELC—Elemical SW—Sews Line WTL—Water Line AB—Aggregate Bane BTM—Bottom <br /> Sr—Station SD—Storm Drain RT—Retest <br /> eneral Location: Percent Dry Reference Relative Specified Probe <br /> Test Test Dater <br /> M ill of Vacated Gas Storage;`'' Elevation Moisture Density Cure Compaction Compaction Depth <br /> k Pit at Gas Station ABSG <br /> 1 4-13-94est of Generator Pad —19' 7.4 129.8 TSC 95% 95%2 4-13-94est of Generator Pad —8' 7.1 132.9 TSC 97% 95% 8° <br /> ackfiii of Vacated Gas Tank Pit Wesl of 827A <br /> Z-j 1 4-14-94 'West of Generator Pad —5' 8.8 130.2 TSC 95% 95% 8° <br /> )J 2 4-14-94 'West of Generator Pad —4' 7.2 129.8 TSC 95% 95% 8" <br /> 3 4-14-94 'West of Generator Pad —3' 7.6 129.9 TSC 95% 95% 8° <br /> 4 4-14-94 'West of Generator Pad —2' 8.2 132.7 TSC 97% 95% 8° <br /> 5 4-14-94 'West of Generator Pad —1' 7.5 131.9 TSC 97% 95% 8- <br /> 6 4-14-94 'West of Generator Pad FAB 6.7 132.3 TSC 97% 95% 8° <br /> TESTS MEET OR EXCEED THE SPECIFIED COMPACTION REQUIREMENTS EXCEPT AS NOTED <br /> •• DENOTES FAILURE TO MEET SPECIFIED COMPACTION REQUIREMENTS <br /> Laboratory Standard: ASTM D1557 Reference MAXIMUM DRY %OPTIMUM <br /> Field Test Method: ASTM D2922 Cure SOIL TYPE/DESCRIPTION DENSITY,PCF MOISTURE <br /> Standard Density Count: 3695/3681 TSC Teichert Class 11 Aggregate Base 136.6 7.7 <br /> Standard Moisture Count: 591/620 <br /> Test Technicians: D.Fiscl . <br /> LLNL Inspector. L. Johnson <br /> Page 2 of 3 <br />