LOAD 5 & (N 0 PF a e L£BS./ SQ. 9 Oo c 7 : CONSOLIDATION I(N INCHES / (NCH 70 SAMPLE | or » WeSAMeLE.ee. , TT Zs Poe tae 08 ' ' 8Q TO Tf FF CC 6% TO CAE DR MOSTURE || | + | \ WHITE FINE SAND WITH GRAVEL 1 | 1 .O8 ¢0 | rid | 102 LBS /CU FT. DRY DENSITY I | of WatePe 1D MEDICOMSAND WITH GRAVEL BORING 80-4 AT 13 te! Lhd O% TO 2OB% MOISTURE ! 00 | Port+ pga ttt t 90 ee o a BORING MU-4 AT 264%" Oo WATER APPLIED FT. ' { t | t oF | os + 06 Lu or LOAD IN L£88./ SQ FT. 2 Re)0 °0 7+ se OF 300 ae — WATER APA, ED 72 SAMPLE “1 wo 40 oe 0 — “ 2° P00 30 | . | t WATER A901 (60) CONSOLIDATION IN INCHES / (NCH iT BORING EN-3 ATi —T 28.2% FO 33.9% MOISTURE 80 .89./CU. FT. DRY DENSITY OF 05 ne | || | REBOUND i TN \ | | | | | | | f | Ht Li | ea FIGURE 5.9-19 eo Ny™ | | QU tC ope aN \ N TyTN | } aa \ 4 VN V N CITT ‘ eoof I 4 NN +—+ | 0 0 90 NN +—+ | 0 { 7 Or 5-100 ' oN WHITE FINE TO MEDIUM SANO Of Red0 (02 LBS {CU FP ORY DENSITY WHITE FINE SAND WITH GRAVEL toy i ro 2seed ~ ~ oe 0 °° BORING EN-1 AT 45 45! 2/9% 70 222% Mola ie a. Pe or0°“0° | | Consolidation Test Data ~ @0