Laserfiche WebLink
k` ■ KLEINFELDER <br /> File No. 20-3908-01.M07 <br /> April 8, 1999 <br /> Page lof 1 <br /> TABLE I <br /> MOISTURE DENSITY ANALYSES <br /> ASTM D-1557, METHOD "A" <br /> Maximum Optimum Curve <br /> Material Description and Source Dry Density Moisture Content Number <br /> Red Brown Sandy Clayey Silt, Native 117.3 13.5% 1 <br /> SUMA✓A RY O F Fi EL DE 'rTS TY TEST RES UL TS <br /> Depth From Dry Laboratory Specified <br /> Test Finished Moisture Density Compaction Relative Relative <br /> . No. Date Test Location Subgrade(ft.) %Dry Wt. P.C.F. Curve No. Compaction Compaction <br /> TANK EXCAVATION BACKFILL <br /> 1 3-31 57' East of West Lane/ <br /> East Sidewalk FSG 13.9 117 1 99 90 <br /> 2 3-31 48' South of Alpine/ <br /> South Sidewalk -1.0 14.6 118 1 100 90 <br /> 3 3-31 48' South of Alpine/ <br /> South Sidewalk -2.0 12.5 115 1 98 90 <br /> drrgncd engineering and resting procedures axa'c usedfa,these rests. The above dam is presenmd(oruQ9rmarton purposes onh, In he abseare ofrmrnnuous observations of our personnel at tl <br /> 77 <br /> .. mount erpress at,opinion as to the adcgaan'of site preparmimi or avers ff X11 aa 11 �Ve do uat undertake he gaareaw of raa,,e,iaa. ,or to u'u refiew the contractor of his primary <br /> .,.00nsibitim to produce aroruplemd projen ronformag to the project plans aurl sperfflrationv. Coprright 1999 Kleinfeldee far. 2019R294 <br />