Dashed line indicates the approximate upper limit boundary for natural soils. C L o r O L C H o r O H
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1 SYMBOL SOURCE 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' CL Boring B-2 S-2 5-' OL Boring B-2 S-3-15' OH USCS Boring B-4 S-2 5-' Boring B-5 S-1a -5' ML P93-24 Figure F-22 [5 tests] Basic Atterberg Limits Report, 5 Tests Per Page (LIMBASIC)
2 SOURCE 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' CL Boring B-2 S-2 5-' OL Boring B-2 S-3-15' OH USCS Boring B-4 S-2 5-' Boring B-5 S-1a -5' ML Boring B-5 S-2 5-' SC-SM Boring B-5 S-3-15' ML Boring B- S-1-5' TP-2 S-1-2.5' CL/CH TP-2 A-1 Grade MH P93-24 Figure F-22 [ tests] Basic Atterberg Limits Report, Tests Per Page (LIMBASIC)
3 SOURCE SOIL DATA NATURAL SAMPLE DEPTH WATER PLASTIC LIQUID PLASTICITY LIQUIDITY NO. CONTENT LIMIT LIMIT INDEX INDEX (%) (%) (%) (%) Boring B-2 S-1-5' CL Boring B-2 S-2 5-' OL Boring B-2 S-3-15' OH Boring B-4 S-2 5-' Boring B-5 S-1a -5' ML Boring B-5 S-2 5-' SC-SM Boring B-5 S-3-15' ML Boring B- S-1-5' TP-2 S-1-2.5' CL/CH TP-2 A-1 Grade MH Client: County of Berthoud Project: USCS Project No.: P93-24 Figure F-22 [ tests] tests per page, includes liquidity index (LIMBASIC_LI)
4 MATERIAL DESCRIPTION LL PL PI %<# %<# USCS Dark Brown Sandy Lean Clay w/ Organics & Rubble CL Dark Gray Sandy Clay Loam Trace Gravel (Till) OL Grayish Brown Sandy Loam (Alluvium) OH Dark Brown Silty Lean Clay Clayey Silt, Trace Sand ML Project No. P93-24 Client: County of Berthoud Remarks: Project: 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)
5 WATER CONTENT MATERIAL DESCRIPTION LL PL PI %<# %<# USCS Dark Brown Sandy Lean Clay w/ Organics & Rubble CL Dark Gray Sandy Clay Loam Trace Gravel (Till) OL Grayish Brown Sandy Loam (Alluvium) OH Dark Brown Silty Lean Clay Clayey Silt, Trace Sand ML Project No. P93-24 Client: County of Berthoud Remarks: Project: 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)
6 8 9 1 WATER CONTENT NUMBER OF BLOWS MATERIAL DESCRIPTION LL PL PI %<# %<# USCS Dark Brown Sandy Lean Clay w/ Organics & Rubble 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)
7 WATER CONTENT Client Project 9 8 Project No 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 Boring B-2 S-2 5-' 6.June.3 OL Dark Gray Sandy Clay Loam Trace Gravel (Till) Boring B-2 S-3-15' 6.June.3 OH Grayish Brown Sandy Loam (Alluvium) Boring B-4 S-2 5-'.June.3 Dark Brown Silty Lean Clay Boring B-5 S-1a -5'.June.3 ML Clayey Silt, Trace Sand County of Berthoud P93-24 Figure F-22 C L o r O L C H o r O H [5 tests] Geo adapted COE form (landscape orientation) (LIMLAND)
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