SYMBOL SOURCE 8 9 1 SOIL DATA NATURAL SAMPLE DEPTH WATER PLASTIC LIQUID PLASTICITY NO. CONTENT LIMIT LIMIT INDEX (%) (%) (%) (%) Client: County of Berthoud Project: Project No.: Boring B-2 S-1-5' 6.2 8 34 26 CL Boring B-2 S-2 5-' 5. 62 42 OL Boring B-2 S-3-15' 5.3 16 32 16 OH USCS Boring B-4 S-2 5-' 6.1 18 2 Boring B-5 S-1a -5' 11.5 15 32 1 ML P93-24 Figure F-22 [5 tests] Basic Atterberg Limits Report, 5 Tests Per Page (LIMBASIC)
SOURCE 8 9 1 SOIL DATA NATURAL SAMPLE DEPTH WATER PLASTIC LIQUID PLASTICITY NO. CONTENT LIMIT LIMIT INDEX (%) (%) (%) (%) Client: County of Berthoud Project: Project No.: Boring B-2 S-1-5' 6.2 8 34 26 CL Boring B-2 S-2 5-' 5. 62 42 OL Boring B-2 S-3-15' 5.3 16 32 16 OH USCS Boring B-4 S-2 5-' 6.1 18 2 Boring B-5 S-1a -5' 11.5 15 32 1 ML Boring B-5 S-2 5-' 6. 46 26 SC-SM Boring B-5 S-3-15' 12.4 22 51 29 ML Boring B- S-1-5' 2.4 12 21 9 TP-2 S-1-2.5'.5 15 25 CL/CH TP-2 A-1 Grade 22.4 4 8 4 MH P93-24 Figure F-22 [ tests] Basic Atterberg Limits Report, Tests Per Page (LIMBASIC)
SOURCE 8 9 1 SOIL DATA NATURAL SAMPLE DEPTH WATER PLASTIC LIQUID PLASTICITY LIQUIDITY NO. CONTENT LIMIT LIMIT INDEX INDEX (%) (%) (%) (%) Boring B-2 S-1-5' 6.2 8 34 26 -.1 CL Boring B-2 S-2 5-' 5. 62 42 -.3 OL Boring B-2 S-3-15' 5.3 16 32 16 -. OH Boring B-4 S-2 5-' 6.1 18 2-6. Boring B-5 S-1a -5' 11.5 15 32 1 -.2 ML Boring B-5 S-2 5-' 6. 46 26 -.5 SC-SM Boring B-5 S-3-15' 12.4 22 51 29 -.3 ML Boring B- S-1-5' 2.4 12 21 9-1.1 TP-2 S-1-2.5'.5 15 25 -.8 CL/CH TP-2 A-1 Grade 22.4 4 8 4 4.6 MH Client: County of Berthoud Project: USCS Project No.: P93-24 Figure F-22 [ tests] tests per page, includes liquidity index (LIMBASIC_LI)
MATERIAL DESCRIPTION LL PL PI %<# %<# USCS Dark Brown Sandy Lean Clay w/ Organics & Rubble 34 8 26 82 CL Dark Gray Sandy Clay Loam Trace Gravel (Till) 62 42 6 24 OL Grayish Brown Sandy Loam (Alluvium) 32 16 16 45 OH Dark Brown Silty Lean Clay 18 2 59 34 Clayey Silt, Trace Sand 32 15 1 91 42 ML Project No. P93-24 Client: County of Berthoud Remarks: Project: 8 9 1 Source of Sample: Boring B-2 Depth: -5' Sample Number: S-1 Source of Sample: Boring B-2 Depth: 5-' Sample Number: S-2 Source of Sample: Boring B-2 Depth: -15' Sample Number: S-3 Source of Sample: Boring B-4 Depth: 5-' Sample Number: S-2 Source of Sample: Boring B-5 Depth: -5' Sample Number: S-1a Figure F-22 [5 tests] Standard GEOSYSTEM report form (LIMGEO)
8 9 1 9 8 WATER CONTENT MATERIAL DESCRIPTION LL PL PI %<# %<# USCS Dark Brown Sandy Lean Clay w/ Organics & Rubble 34 8 26 82 CL Dark Gray Sandy Clay Loam Trace Gravel (Till) 62 42 6 24 OL Grayish Brown Sandy Loam (Alluvium) 32 16 16 45 OH Dark Brown Silty Lean Clay 18 2 59 34 Clayey Silt, Trace Sand 32 15 1 91 42 ML Project No. P93-24 Client: County of Berthoud Remarks: Project: 5 6 8 9 25 8 9 NUMBER OF BLOWS Source of Sample: Boring B-2 Depth: -5' Sample Number: S-1 Source of Sample: Boring B-2 Depth: 5-' Sample Number: S-2 Source of Sample: Boring B-2 Depth: -15' Sample Number: S-3 Source of Sample: Boring B-4 Depth: 5-' Sample Number: S-2 Source of Sample: Boring B-5 Depth: -5' Sample Number: S-1a Figure F-22 [5 tests] Includes both plasticity and blows/moisture charts (LIMGEOAL)
8 9 1 WATER CONTENT 48 46 44 42 38 36 34 32 5 6 8 9 25 NUMBER OF BLOWS MATERIAL DESCRIPTION LL PL PI %<# %<# USCS Dark Brown Sandy Lean Clay w/ Organics & Rubble 34 8 26 82 CL Project No. P93-24 Client: County of Berthoud Remarks: Project: Source of Sample: Boring B-2 Depth: -5' Sample Number: S-1 Figure F-22 [1 test] Includes both plasticity and blows/moisture charts, plots a single test (LIMGEOAL1)
WATER CONTENT Client Project 9 8 Project No. 5 6 8 9 25 9 NUMBER OF BLOWS SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM % LL PI Boring B-2 S-1-5' 4.June.3 CL Dark Brown Sandy Lean Clay w/ Organics & Rubble 6.2 34 26 Boring B-2 S-2 5-' 6.June.3 OL Dark Gray Sandy Clay Loam Trace Gravel (Till) 5. 62 42 Boring B-2 S-3-15' 6.June.3 OH Grayish Brown Sandy Loam (Alluvium) 5.3 32 16 Boring B-4 S-2 5-'.June.3 Dark Brown Silty Lean Clay 6.1 2 Boring B-5 S-1a -5'.June.3 ML Clayey Silt, Trace Sand 11.5 32 1 County of Berthoud P93-24 Figure F-22 C L o r O L C H o r O H 8 9 1 [5 tests] Geo adapted COE form (landscape orientation) (LIMLAND)