REV100964 - Laserfiche WebLink

Home Browse Search

BD-105 LOG OF DRILL HO GEI Consultants, IriC. LE pgGE: 1 OF 4 Bruce Park Dam PROJECT NAME DATE: 11/23/00 / 11/25/00 : LEGEND PROJECT NUMBER : 99292 1) UNCONFINED COMPRESSIVE STRENGTH AS DETERMINED BY Main Dam Center Crest BORING LOCATION : POCKET PENETROMETER IN TONS PER SQUARE FOOT 2) PEN -PENETRATION LENGTH OF SAMPLER OR CORE BARREL GROUND SURFACE ELEVATION (NGVD - FT)''8187 3) REC -RECOVERY LENGTH OF SAMPLE GROUNDWATER ELEVATION : 8099 DATE 12/12/00 S -SPLIT SPOON SAMPLE 1.3/8 in. I.D. ST -SHELBY TUBE C -CONTINUOUS DRY CORE SAMPLER 3-1/4 in. I.D. DRILLED BY : Agapito Dulling, Inc. GROUNDWATER i ESTIMATED GROUNDWATER s LOGGED BY : JDG TOTAL DEPTH (FT) : 113.5 NOTES: Rig: Acker MP-5 (Track-mounted) Open standpipe piezometer installed in completed hole: Casing: 4-1/4 in. I.D. Hollow Stem Auger see piezometer log for details SAMPLE I ~ DEPTH TypE'1-UNCONF. -2- -3- REMARKS IQO SOIL AND ROCK DESCRIPTIONS Ff. and COMP. STR. PEN REC ~~ NO. (Isf) IN. tN. 'Not RemrdeC caieaea Oulk sample QSfl -10 CdleneE bulk sample ST.S fl I Cdieccea Oink sample 7.510 fl sT-, 2a 2a c-' I 136 136 -15 - cx qu=1.75 - qu=3.5 -20 - qu=2.0 ST-2 c-s i ' ' i qu=3.0 -2S - I $TJ I -30 -Ica - ; c-s 1 3T-1 c~ qu=2.0 qu=4.5 qu=2.7 qu=2.0 ,..,-~ a 60 60 24 24 Bent snnby tube °n r°ac 36 NR 24 I I 0 ! 36 I NR Slurp color j Uange al i 29fl 24 NR ' I ' Gdlectea I bulk sarroie 24 1 24 ~ w-+z n 12 I I NR 0-5 fL' LEAN TO HIGH PLASTICITY CLAY WITH SAND. Mostly medium to high plastic fines; less than 20 % sand and non-plastic fines; occasional - cobbles; medium stiff to stiff; slightly moist; brown. (CL-CH) [NEW I EMBANKMENT FILL] - 5-10 ff: LEAN TO HIGH PLASTICITY CLAY (WITH SAND). Mostly medium Ito high plastic fines; 10-30% sand; 25-40°~ non-plastic fines: occasional - Casts of Gaystone and sandstone; medium stiff to stff; moist; brown to gray. ' (CL-CH) [NEW EMBANKMENT FILL] -~ i ST-1: LEAN TO HIGH PLASTICITY CLAY (WITH SAND). Similar to material rr ~ from 5-10 ft. I'r t -, ~ ~ C-1: LEAN CLAY W ITH SAND. Mostly medium plastic fines: 20-30% sand , % ~ ~ and fine gravel; 30-40% non-plastic fines; medium stiff to stiff; moist; brown to- gray. (CL) [NEW EMBANKMENT FILL] _ rr ~ ~~ C-2: LEAN TO HIGH PLASTICITY CLAY (WITH SAND). Similar io materal ' r~ from 5-10 ft. - r~ ' i y.r. I ~~ - l ~. r ' - ~~~ ~ ~ ST-2: LEAN TO HIGH PLASTICITY CLAY (WITH SAND). Similar to matenai r :from 5-10 ft. - C-3: HIGH PLASTICITY CLAY. Mostly high plastic fines; 10.75% sand; 20- y ~~ 30%non-plastic fines; medium stiff to stiff: moist; brown to gray, except - '~ r~ mottled gray and yellow brown 23.0-24.0 ft. (CH) [NEW EMBANKMENT J r^ FILL] u - ST-3: No Recovery , I - ~~ C-4 (27.0-29.0): LEAN TO HIGH PLASTICITY CLAY (WITH SAND). Similar r~ r ! to materal from &10 ft. - r. r^ L: - y. r ~ C3 (29.0-30.0): LEAN CLAY (WITH SAND). Mostly medium plastic fines; ~~^ less than 20% santl; less than 20 % non-plastic fines; stiff; moist; dark brown- i r~ (CL) [OLD EMBANKMENT FILL] _ r I C-5: LEAN CLAY (WITH SAND). Similar :o C-4 (29.0-30.0). ". ~,- j ST3: LEAN CLAY (WITH SAND). Similar to CA (29.0-30.0). :: rr; r~l r;, C-6: LEAN CLAY {WITH SAND). Similar :o C-4 (29.0-30A1.