Laserfiche WebLink
SUMMARY OF FIELD DENSITY TESTS <br /> <br /> <br />TEST <br /> <br />NO. <br /> <br />TEST <br /> <br />DATE <br /> <br /> <br />EST LOCATION DEPTH <br /> <br />OR <br /> <br />ELEV. <br />(FEET) <br /> <br />TEST <br /> <br />TYPE <br /> <br />CURVE <br /> <br />NO. YA XIMUM <br /> <br />DRY <br /> <br />DENSITY <br />*(PC F) OPTIMUM <br /> <br />MOISTURE <br /> <br />CONTENT <br />(%) FIELD <br /> <br />DRY <br /> <br />DEN SI7Y <br />(PCF) FIELD <br /> <br />MOISTURE <br /> <br />CONTENT <br />(%) I <br /> <br />C'O MPA C. <br />~ <br />(%) <br />I F <br />a <br />w <br />O <br />O <br />~ <br />~ <br />- <br />Q <br />~ <br /> <br /> <br />OIL DESC RIP 71ON <br /> <br />1 <br />-22-82 <br />l•JEST SIDE OF WASTE BANK <br />S <br />108 <br />L1.0 i <br />~ <br />PROCESSING WASTE b CLAY <br /> <br />2 <br />-22-82 <br />NORTHY.'EST SIDE OF WASTE BANK <br />S <br />95.5 <br />14.7 <br />90 <br />13.91 ~ <br />94 PROCESSING WASTE, SOME <br />CDAL <br /> <br />3 <br />-22-82 <br />SOUTH CENTRAL PORTIOIJ OF WASTE BANK <br />5 <br />117 <br />B.OI PROCESSING WASTE, CLAY <br />GR V <br /> <br />4 <br />-22-82 <br />SOUThI PORTION OF WASTE BANK OVER BACKFILLED PONDS <br />S <br />112 <br />16.1 <br />108 ~ <br />20.8 <br />96 SAND, GRAVEL, CLAY, SOME <br />PROCESSING ':JASTE <br /> <br />5 <br />-22-82 <br />SOUTHEAST PORTION OF WASTE BANK <br />S <br />116.5 <br />14.6 <br />119 <br />15.5 <br />100+ SAND, GRAVEL. SOME <br />C AY <br />6 -2 -82 NORTHEAST PDRTTON OF WASTE BANK S 108.5 14.9 97 9.9 ~89 <br /> F P F S 95.5 14.7 84 ]O.ll 87 COAL PROCESSING WASTE <br /> <br /> <br />8 <br />- 2 <br />N AR TD OF WAST BANK IN SOUTHERN PORTION <br />N <br />116.5 <br />14.6 <br />111 <br />14.6 i <br />95 SAND, GRAVEL. SOME <br /> <br />-82 <br />UTH RN POR F WA BAN OVER BA KFI ED PONDS <br />N <br />108 <br />11.0 <br />97 <br />11.2 <br />~~90 SAND, GRAVEL, CLAY, SOME <br />PROCESSING WASTE <br /> <br />10 <br />-6-82 <br />SOUTI~ C TRAL PORTI OF WASTE BP.NY. <br />N <br />108 <br />11.0 <br />102 ' <br />12.3 ~ ~ <br />~94 SAND, GRAVEL, CLAY, SCME <br />PROCESSING WASTE <br /> <br />F A <br />N <br />116.5 <br />14.6 <br />111 <br />11.0 I <br />.95 <br />SAND GRAVEL SOME CLAY <br />12 5-6-82 WEST CENTRAL PORTION OF WASTE BANK N 108 11.0 104 8.0 96 PROCESSING WASTE G CLAY <br /> P F A N 108.5 14.9 98 9.4 I 190 CLAY SILTY <br /> <br />- - _ 108.5 14.9 101 10.9 X93 CLAY, SILTY <br />15 5-6-82 NORTH PORTION OF WASTE .BANK N 108.5 14.9 108.5 A.R ;00 LLAY SILTY <br />16 5-6-82 NORTHWEST PORTION OF WASTE BANK N 116.5 14.6 118.5 11.7 100+ <br /> P F WA BAN N 112 16.1 101 12.0 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />NOTE: <br />JOB NO. 8003 N - INDICATES NUCLEAR GAGE TEST (ASTM D2922) <br />S - INDICATES SAND CONE TEST (ASTM D1558) <br />I <br />'"MAXIMUM DRY DENSITY WAS ESTIMATED BASED UPC~J <br />ONE-POINT OF ASTM D 698 (AASHTD T-99 ). <br />SHEET NO. 1 <br />