Laserfiche WebLink
Consolidated Engineering Labs >Table One Field Density.Report <br /> 4464 Willow Road—Suite C <br /> Pleasanton,Calif.94588 <br /> PFN#879-92003 ACCT#1354-66 <br /> Proj: k CEL Project Number: LAW 35. Report 01 <br /> LOCATION KEY Elevation Key <br /> OF—Backfill ERC—Eacaavation 7R—Trench SG—Subgradc FSG—Finish Subgrade <br /> BP—Building Pad FTG—Footing WL—Wall FG—Finish Grade FAB—Finish Aggregate Bax <br /> ELC—Electrical SW—Sewer Una WTL—Water Line AB—Aggregate Base BTM—Bottom <br /> ST—Station SD—Stam Drain RT—Retest <br /> eneral Location: Percent Dry Reference Relative Specified Probe <br /> Test A Test Date ackfill of Vacated Gas Tank Pit Elevation Moisture Density Curve Compaction Compaction Depth <br /> est of 836 A ABSG <br /> 3/ 1 4-15-94 'West of Concrete Walkway —5' 7.5 134.4 TSC 98% 95% 8° <br /> b 2 4-15-94 'West of Concrete Walkway —4' 7.8 132.6 TSC 97% 95% 8" <br /> �1 u' 3 4-15-94 'West of Concrete Walkway —3' 8.1 131.3 TSC 96% 95% 8° <br /> 4 4-15-94 'West of Concrete Walkway —2' 7.6 131.9 TSC 97% 95% 8- <br /> 5 4-15-94 'West of Concrete Walkway —1' 7.4 130.8 TSC 96% 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 Curve SOIL TYPE/DESCRIPTION DENSITY,PCF MOISTURE <br /> Standard Density Count: 3664 TSC Teichert Class 11 Aggreegate Base 136.6 7.7 <br /> Standard Moisture Count: 622 <br /> Test Technicians: D. Fisai <br /> LLNL Inspector: D. DeLoach <br /> Page 3 of 3 <br />