appendix c geotechnical laboratory testing …€¦ · · 2017-07-27sample types laboratory test...

Low-Activity Waste Pretreatment System Geotechnical Investigation WRPS Contract No. 60889-000 Rev. 0, May 2017

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APPENDIX C

GEOTECHNICAL LABORATORY TESTING


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APPENDIX C


TABLE OF CONTENTS

Page

C.1 VISUAL CLASSIFICATION .........................................................................................C-1

C.2 WATER CONTENT DETERMINATION ......................................................................C-1

C.3 GRAIN SIZE DISTRIBUTION ANALYSIS ..................................................................C-1 C.3.1 Sieve Analysis ...................................................................................................C-2 C.3.2 Fines Content Determination .............................................................................C-2 C.3.3 Combined Analysis ...........................................................................................C-2

C.4 SPECIFIC GRAVITY DETERMINATION ...................................................................C-2

C.5 ATTERBERG LIMITS DETERMINATION ..................................................................C-2

C.6 COMPACTION ...............................................................................................................C-3

C.7 CALIFORNIA BEARING RATIO (CBR) ......................................................................C-3

C.8 CORROSIVITY ...............................................................................................................C-3 C.8.1 Resistivity ..........................................................................................................C-4 C.8.2 pH ......................................................................................................................C-4 C.8.3 Sulfates ..............................................................................................................C-4 C.8.4 Oxidation Reduction Potential ..........................................................................C-4 C.8.5 Sulfides ..............................................................................................................C-4

C.9 CONSIDERATIONS .......................................................................................................C-4

TABLES

Laboratory Terms Sample Types Laboratory Test Summary


TABLE OF CONTENTS (cont.)

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TESTS

Grain Size Distribution Plot, Boring B-1 Grain Size Distribution Plot, Boring B-2

Grain Size Distribution Plot, Boring B-3 Grain Size Distribution Plot, Boring B-4 Grain Size Distribution Plot, Boring B-5 Grain Size Distribution Plot, Boring B-6 Grain Size Distribution Plot, Boring B-7 Grain Size Distribution Plot, Test Pit TP-1 Grain Size Distribution Plot, Test Pit TP-2 Grain Size Distribution Plot, Test Pit TP-3 Grain Size Distribution Plot, Test Pit TP-4 Grain Size Distribution Plot, Test Pit TP-5 Grain Size Distribution Plot, Test Pit TP-6 Grain Size Distribution Plot, Test Pit TP-7 Grain Size Distribution Plot, Test Pit TP-8 Grain Size Distribution Plot, Test Pit TP-9

Plasticity Chart, Test Pit TP-1 Plasticity Chart, Test Pit TP-3 Plasticity Chart, Test Pit TP-4 Plasticity Chart, Test Pit TP-6 Plasticity Chart, Test Pit TP-7 Plasticity Chart, Test Pit TP-9

Compaction Test; TP-1, S-3B, 6.5 ft Compaction Test; TP-2, S-2B, 5 ft Compaction Test; TP-3, S-2, 3 ft Compaction Test; TP-4, S-2, 5.0 ft Compaction Test; TP-5, S-2, 2 ft Compaction Test; TP-6, S-2A, 4 ft Compaction Test; TP-7, S-2, 2 ft Compaction Test; TP-8, S-1B, 2 ft Compaction Test; TP-9, S-1B, 3.0 ft

California Bearing Ratio Test; TP-2, S-2B, 5 ft & TP-7, S-2, 2 ft California Bearing Ratio Test; TP-3, S-2, 3 ft & TP-4, S-2, 5 ft California Bearing Ratio Test; TP-5, S-2, 2 ft & TP-9, S-1B, 3 ft California Bearing Ratio Test; TP-6, S-2A, 4 ft & TP-8, S-1B, 2 ft


TABLE OF CONTENTS (cont.)

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TESTS (cont.)

Corrosivity Tests Summary; B-2, B-3, B-5, B-6 and B-7 Corrosivity Tests Summary; TP-1, TP-3, TP-5 and TP-7


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APPENDIX C


We performed geotechnical laboratory testing on selected soil samples retrieved from the seven borings and nine test pits completed for the Washington River Protection Solutions, LLC Low-Activity Waste Pretreatment System Project. The laboratory testing program included tests to classify the soil and provide data for engineering studies. We performed visual classification on all retrieved samples. Our laboratory testing program included water content determinations, grain size distribution analyses, specific gravity determinations, and Atterberg limits determinations.

The following sections describe the laboratory test procedures.

C.1 VISUAL CLASSIFICATION

We visually classified soil samples retrieved from the borings using a system based on ASTM International (ASTM) D2487-11, Standard Test Method for Classification of Soil for Engineering Purposes, and ASTM D2488-09a, Standard Recommended Practice for Description of Soils (Visual-Manual Procedure). We summarize our classification system in Appendix A. We assigned a Unified Soil Classification System (USCS) group name and symbol, based on our visual classification of particles finer than 76.2 millimeters (3 inches). We revised visual classifications using results of the index tests discussed below.

C.2 WATER CONTENT DETERMINATION

We tested the water content of selected samples in accordance with ASTM D2216-10, Standard Method for Laboratory Determination of Water (Moisture) Content of Soil, Rock, and Soil-Aggregate Mixtures. Comparison of the water content of a soil with its index properties can be useful in characterizing soil unit weight, consistency, compressibility, and strength. We present water content test results in the Laboratory Test Summary table in this appendix, and graphically on boring logs in Appendix A.

C.3 GRAIN SIZE DISTRIBUTION ANALYSIS

Grain size distribution analyses separate soil particles through mechanical or sedimentation processes. Grain size distributions are used to classify the granular component of soils and can


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correlate with soil properties, including frost susceptibility, permeability, shear strength, liquefaction potential, capillary action, and sensitivity to moisture. We plot grain size distribution analysis results in this appendix. Grain size distribution plots provide tabular information about each specimen, including: USCS group symbol and group name; water content; constituent (i.e., cobble, gravel, sand, and fines) percentages; coefficients of uniformity and curvature, if applicable; personnel initials; ASTM standard designation; and testing remarks. Constituent percentages are presented in the Lab Summary Table in this appendix and fines contents are plotted as data points on borings logs in Appendix A.

C.3.1 Sieve Analysis

We performed mechanical sieve analyses on selected soil specimens to determine the grain size distribution of coarse-grained soil particles, in accordance with ASTM C136/C136M-14, Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates.

C.3.2 Fines Content Determination

We determined the percent of fine-grained soil particles (fines content) of selected soil specimens, in accordance with ASTM D1140-14, Standard Test Methods for Determining the Amount of Material Finer Than 0.075 mm (No. 200) Sieve in Soils by Washing.

C.3.3 Combined Analysis

We performed combined analyses (mechanical and sedimentation) on selected soil specimens to determine the grain size distribution of coarse- and fine-grained soil particles, in accordance with ASTM D422-63 (2007)e2, Standard Test Method for Particle-Size Analysis of Soils. We assumed a specific gravity of 2.7 for hydrometer calculations, unless otherwise indicated on grain size distribution plots.

C.4 SPECIFIC GRAVITY DETERMINATION

We determined the specific gravity of selected samples in accordance with ASTM D854-14, Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer, Method A. We present specific gravity test results in the Lab Summary Table in this appendix.

C.5 ATTERBERG LIMITS DETERMINATION

We determined soil plasticity by performing Atterberg Limits tests on selected samples in accordance with ASTM D4318-10e1, Standard Test Method for Liquid Limit, Plastic Limit, and


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Plasticity Index of Soils, Method A (Multi-Point Liquid Limit). The Atterberg Limits include liquid limit (LL), plastic limit (PL), and plasticity index (PI=LL-PL). These limits can assist soil classification, indicate soil consistency (when compared to natural water content), provide correlation to soil properties, evaluate clogging potential, and estimate liquefaction potential.

We present soil plasticity test results in the Lab Summary Table and on plasticity charts in this appendix. Plasticity charts provide the liquid limit, plastic limit, plasticity index, USCS group symbol, the sample description, water content, and percent passing the No. 200 sieve (if a grain size distribution analysis was performed). Soil plasticity test results are also shown graphically on the exploration logs presented in Appendix A.

C.6 COMPACTION

We performed laboratory compaction testing on selected samples in accordance with ASTM D1557-12e1 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3)), Method B (processed over 3/8 in sieve). We determined the relationship between water content and dry unit weight for each tested specimen and corrected the unit weight and water content in accordance with ASTM D4718/D4718M-15 Standard Practice for Correction of Unit Weight and Water Content for Soils Containing Oversize Particles. In this appendix, we present uncorrected and corrected maximum dry unit weight values, uncorrected and corrected optimum water content values, and graphical compaction results.

C.7 CALIFORNIA BEARING RATIO (CBR)

Drilling and sampling methodologies may affect the outcome of prescribed geotechnical laboratory tests. Refer to the field exploration discussion in this report for a discussion of these potential effects. Instances of limited recovery may have resulted in test samples not meeting specified minimum mass requirements, per ASTM standards. Test plots show which samples do not meet ASTM specified minimum mass requirements.

C.8 CORROSIVITY

Cooper Testing Laboratories (CTL) performed corrosivity testing on 12 samples from the borings and test pits, including resistivity, pH, sulfates, oxidation reduction potential, sulfides. We present CTL’s tabular results in this appendix.


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C.8.1 Resistivity

CTL performed resistivity testing in accordance with ASTM G57-06 (2012), Standard Test Method for Field Measurement of Soil Resistivity Using the Wenner Four-Electrode Method.

C.8.2 pH

CTL performed pH testing in accordance with ASTM G51-95(2012), Standard Test Method for Measuring pH of Soil for Use in Corrosion Testing.

C.8.3 Sulfates

CTL performed sulfate testing in accordance with ASTM D4327-11, Standard Test Method for Anions in Water by Suppressed Ion Chromatography.

C.8.4 Oxidation Reduction Potential

CTL performed oxidation reduction potential testing in accordance with ASTM G200-09(2014), Standard Test Method for Measurement of Oxidation-Reduction Potential (ORP) of Soil.

C.8.5 Sulfides

CTL performed sulfide testing in accordance with their qualitative lead acetate paper testing procedures.

C.9 CONSIDERATIONS

Drilling and sampling methodologies may affect the outcome of prescribed geotechnical laboratory tests. Refer to the field exploration discussion in this report for a discussion of these potential effects. Instances of limited recovery may have resulted in test samples not meeting specified minimum mass requirements, per ASTM standards. Test plots show which samples do not meet ASTM specified minimum mass requirements.

Low‐Activity Waste Pretreatment System

Geotechnical InvestigationWRPS Contract No. 60889‐000Rev. 0, May 2017

LABORATORY TERMS

Abbreviations,Symbols, and Terms Descriptions

% Percent* Sample specimen weight did not meet required minimum mass for the test methodª Average value of composite-specimen, component-sample valuesASTM Std. ASTM International Standard

Cc Coefficient of curvature

Clay-size Soil particles finer than 0.002 mmcm Centimeter

cm2 Square centimeterCoarse-grained Soil particles coarser than 0.075 mm (cobble-, gravel- and sand-sized particles)Cobbles Soil particles finer than 305 mm and coarser than 76.2 mm

Cu Coefficient of uniformity

CU Consolidated Undrained Axial strainFine-grained Soil particles finer than 0.075 mm (silt- and clay-sized particles)ft Feetm Wet unit weightGravel Soil particles finer than 76.2 mm and coarser than 4.75 mm

Gs Specific gravity of soil solids

Ho Initial height

H Change in height

load End of load increment deformation

in Inch

in3 Cubic inchLL Liquid Limitmin Minutemm Millimeter

m Micrometer

MPa Mega-PascalNP Non-plasticOC Organic contentp Total stressp' Effective stressPa Pascalpcf Pounds per cubic footPI Plasticity IndexPL Plastic Limitpsf Pounds per square footq Deviatoric stressSand Soil particles finer than 4.75 mm and coarser than 0.075 mmsec SecondSilt Soil particles finer than 0.075 mm and coarser than 0.002 mm

tn Time to n% primary consolidation

tload Duration of load increment

tsf Short tons per square footUSCS Unified Soil Classification SystemUU Unconsolidated-UndrainedWC Water content

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SAMPLE TYPES

Abbreviations,Symbols, and Terms Descriptions

2SS 2.5-inch Outside Diameter Split-Spoon Sample2ST 2-inch Outside Diameter Thin-Walled Tube3HSA 3-inch CME Hollow-stem Auger Sampler3SS 3-inch Outside Diameter Split-Spoon Sample4SS 4-inch Inside Diameter Split-Spoon Sample6SS 6-inch Inside Diameter Split-Spoon SampleCA_MC Modified California SamplerCA_SPT Standard Penetration Test (SPT)CORE Rock CoreDM +3.25 inch Outside Diameter Split-Spoon SampleDMR 3.25-inch Sampler with Internal RingsGRAB Grab SampleGUS 3-inch Outside Diameter Gregory Undisturbed Sampler (GUS) SampleOSTER 3-inch Outside Diameter Osterberg SamplePITCHER 3-inch Outside Diameter Pitcher SamplePMT Pressuremeter Test (f=failed)PO Porter Penetration Test SamplePT 2.5-inch Outside Diameter Thin-Walled TubeROCK Rock Core SampleSCORE Soil Core (as in Sonic Core Borings)SH1 1-inch Plastic SheathSH2 2-inch Plastic Sheath with Soil RecoverySH3 2-inch Plastic Sheath with no Soil RecoverySPT 2-inch Outside Diameter Split-Spoon SampleSS Split-SpoonST 3-inch Outside Diameter Thin-Walled TubeSTW 3-inch Outside Diameter Thin-Walled TubeTEST Sample Test IntervalTW Thin Wall SampleUNDIST Undisturbed SampleVANE Vane ShearWATER Water Sample for Probe LogsXCORE Core Sample

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LABORATORY TEST SUMMARY

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Cu Cc Gs LL PL NP Soil Description

B-1 2.5 S-1 SPT 7 2.1B-1 5 S-2 SPT 9 SM 3.0 57 43 4 2.80 Silty SandB-1 7.5 S-3 SPT 8 2.5B-1 10 S-4 SPT 8 SM 3.8 35 Silty SandB-1 12.5 S-5 SPT 7 2.4B-1 15 S-6 SPT 11 2.8B-1 17.5 S-7 SPT 6 SP 2.1 1 97 2.2 1.4 3.8 Poorly Graded SandB-1 20 S-8 SPT 15 3.2B-1 25 S-9 SPT 47 3.2B-1 30 S-10 SPT 39 SW-SM 3.9 0* 89* 11* 7.9 2.3 Well-Graded Sand with SiltB-1 35 S-11 SPT 42 4.4B-1 40 S-12 SPT 48 4.1B-1 45 S-13 SPT 52 SW-SM 4.3 90* 10* 6.7 2.2 Well-Graded Sand with SiltB-1 50 S-14 SPT 52 6.4B-1 55 S-15 SPT 52 6.2B-1 60 S-16 SPT 52 SM 6.8 73* 27* 3* 2.76 Silty SandB-1 65 S-17 SPT 61 2.3B-1 70 S-18 SPT 52 SW-SM 2.5 7 88 5.2 7.6 2.0 Well-Graded Sand with SiltB-1 75 S-19 SPT 53 2.6B-1 80 S-20 SPT 49 SW-SM 2.6 2* 92* 6.2* 8.0 2.2 Well-Graded Sand with SiltB-1 85 S-21 SPT 54 2.6B-1 90 S-22 SPT 53 3.1B-1 95 S-23 SPT 54 SW-SM 3.2 0* 91* 8.5* 10.0 2.3 Well-Graded Sand with SiltB-1 100 S-24 SPT 62 4.9

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B-2 2.5 S-1 SPT 6 SM 2.1 75* 25* 2* 2.77 Silty SandB-2 5 S-2 SPT 8 2.7B-2 7.5 S-3 SPT 7 2.2B-2 10 S-4 SPT 6 SM 2.9 86 14 Silty SandB-2 12.5 S-5 SPT 16 SM 4.7 12 57 31 Silty SandB-2 15 S-6 SPT 11 2.1B-2 17.5 S-7 SPT 13 SP 2.7 1* 95* 3.6* 3.5 2.4 Poorly Graded SandB-2 20 S-8 SPT 25 SM 3.1 0* 87* 13* Silty SandB-2 25 S-9 SPT 35 4.2B-2 30 S-10 SPT 56 3.2B-2 35 S-11 SPT 53 SM 4.2 84* 16* Silty SandB-2 40 S-12 SPT 54 4.7B-2 45 S-13 SPT 31 3.7B-2 50 S-14 SPT 48 SP-SM 5.0 0 90 9.7 5.6 2.2 Poorly Graded Sand with SiltB-2 55 S-15 SPT 51 7.2B-2 60 S-16 SPT 42 SM 5.7 12 Silty SandB-2 65 S-17 SPT 48 3.3B-2 70 S-18 SPT 57 SW-SM 2.5 5* 89* 6.2* 8.8 1.8 Well-Graded Sand with SiltB-2 75 S-19 SPT 59 2.5B-2 80 S-20 SPT 52 2.5B-2 85 S-21 SPT 55 SW-SM 2.7 6.3 Well-Graded Sand with SiltB-2 90 S-22 SPT 48 2.5B-2 95 S-23 SPT 58 3.2B-2 100 S-24 SPT 58 SP-SM 3.2 0 93 7.4 5.8 1.7 Poorly Graded Sand with Silt





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B-3 2.5 S-1 SPT 8 2.2B-3 5 S-2 SPT 9 SM 2.9 58* 42* Silty SandB-3 7.5 S-3 SPT 9 2.6B-3 10 S-4 SPT 6 3.0B-3 12.5 S-5 SPT 10 SM 3.7 55* 45* 3* 2.82 Silty SandB-3 15 S-6 SPT 8 SP 2.3 3* 94* 2.7* 3.3 1.4 Poorly Graded SandB-3 17.5 S-7 SPT 21 SP-SM 3.1 2* 87* 11* 10.7 0.8 Poorly Graded Sand with SiltB-3 20 S-8 SPT 30 SP-SM 2.8 93 7.4 4.2 1.7 Poorly Graded Sand with SiltB-3 25 S-9 SPT 40 3.5B-3 30 S-10 SPT 44 4.8B-3 35 S-11 SPT 44 SP-SM 3.2 1* 92* 7.1* 2* 4.9 2.7 2.86 Poorly Graded Sand with SiltB-3 40 S-12 SPT 49 4.0B-3 45 S-13 SPT 28 5.1B-3 50 S-14 SPT 48 SP-SM 4.6 8.0 Poorly Graded Sand with SiltB-3 55 S-15 SPT 47 13.7B-3 60 S-16 SPT 45 8.6B-3 65 S-17 SPT 41 SM 4.7 0* 85* 14* Silty SandB-3 70 S-18 SPT 52 SW-SM 2.6 4 90 5.9 6.9 1.5 Well-Graded Sand with SiltB-3 75 S-19 SPT 54 2.6B-3 80 S-20 SPT 48 SW-SM 2.5 15* 78* 7.1* 11.5 2.4 Well-Graded Sand with Silt and GravelB-3 85 S-21 SPT 47 2.7B-3 90 S-22 SPT 61 3.1B-3 95 S-23 SPT 61 SW-SM 3.1 6.3 Well-Graded Sand with SiltB-3 100 S-24 SPT 69 3.3





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B-4 2.5 S-1 SPT 7 SM 2.0 77 23 Silty SandB-4 5 S-2 SPT 10 2.8B-4 7.5 S-3 SPT 8 SP-SM 2.4 7.5 Poorly Graded Sand with SiltB-4 10 S-4 SPT 17 3.0B-4 12.5 S-5 SPT 12 3.1B-4 15 S-6 SPT 15 SM 2.7 8* 72* 21* 2* 2.85 Silty SandB-4 17.5 S-7 SPT 7 SP 2.4 7* 90* 2.7* 3.4 1.0 Poorly Graded SandB-4 20 S-8 SPT 22 SW-SM 2.3 14* 78* 8.4* 8.4 1.3 Well-Graded Sand with SiltB-4 25 S-9 SPT 36 SP-SM 4.1 90 10 5.1 2.3 Poorly Graded Sand with SiltB-4 30 S-10 SPT 45 4.0B-4 35 S-11 SPT 45 3.6B-4 40 S-12 SPT 50 SP-SM 4.2 91 8.7 5.4 1.9 Poorly Graded Sand with SiltB-4 45 S-13 SPT 32 5.0B-4 50 S-14 SPT 44 6.4B-4 55 S-15 SPT 45 SM 6.0 0 85 15 2 2.76 Silty SandB-4 60 S-16 SPT 39 8.5B-4 65 S-17 SPT 41 6.6B-4 70 S-18 SPT 50 SW-SM 2.6 7* 87* 5.6* 7.4 1.5 Well-Graded Sand with SiltB-4 75 S-19 SPT 49 2.7B-4 80 S-20 SPT 47 SW 2.5 4.9 Well-Graded SandB-4 85 S-21 SPT 47 2.7B-4 90 S-22 SPT 43 3.2B-4 95 S-23 SPT 60 SW-SM 2.7 7* 87* 6.5* 2* 7.6 1.5 2.78 Well-Graded Sand with SiltB-4 100 S-24 SPT 52 3.0





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B-5 2.5 S-1 SPT 6 2.3B-5 5 S-2 SPT 7 SM 2.4 67* 33* 2* 2.80 Silty SandB-5 12.5 S-5 SPT 10 SM 4.0 38 Silty SandB-5 15 S-6 SPT 18 SW-SM 2.2 3 91 5.9 7.4 1.9 Well-Graded Sand with SiltB-5 17.5 S-7 SPT 5 2.2B-5 20 S-8 SPT 12 SP-SM 2.1 3 92 5.1 2 4.1 1.2 2.88 Poorly Graded Sand with SiltB-5 25 S-9 SPT 49 SM 3.7 16* 67* 16* Silty Sand with GravelB-5 30 S-10 SPT 44 3.6B-5 35 S-11 SPT 51 SM 4.3 87* 13* Silty SandB-5 40 S-12 SPT 31 SP-SM 4.6 92 7.6 5.7 1.9 Poorly Graded Sand with SiltB-5 55 S-15 SPT 63 SM 8.1 0* 83* 17* Silty SandB-5 60 S-16 SPT 54 6.3B-5 65 S-17 SPT 60 SW-SM 2.3 6 86 7.6 2 10.3 1.8 2.78 Well-Graded Sand with SiltB-5 70 S-18 SPT 55 2.4B-5 75 S-19 SPT 53 SW-SM 2.7 4 89 6.9 9.7 2.2 Well-Graded Sand with SiltB-5 80 S-20 SPT 49 SW-SM 2.7 2* 92* 5.8* 7.6 2.8 Well-Graded Sand with SiltB-5 85 S-21 SPT 54 3.2B-5 90 S-22 SPT 55 SW-SM 2.6 6.7 Well-Graded Sand with SiltB-5 95 S-23 SPT 53 SW-SM 3.1 8.2 Well-Graded Sand with SiltB-5 100 S-24 SPT 61 SW-SM 3.9 8.0 Well-Graded Sand with Silt





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B-6 2.5 S-1 SPT 9 SM 2.5 77* 23* Silty SandB-6 5 S-2 SPT 7 SP-SM 1.8 0* 90* 9.6* 5.4 1.3 Poorly Graded Sand with SiltB-6 7.5 S-3 SPT 12 2.0B-6 10 S-4 SPT 16 SM 3.2 47 Silty SandB-6 12.5 S-5 SPT 9 2.2B-6 15 S-6 SPT 12 SP 1.9 19* 78* 3.3* 4.5 1.0 Poorly Graded Sand with GravelB-6 25 S-9 SPT 57 SM 3.5 0* 83* 17* 2* 2.84 Silty SandB-6 30 S-10 SPT 50/1" 2.6B-6 35 S-11 SPT 53 SM 4.8 2* 76* 22* Silty SandB-6 40 S-12 SPT 37 SW-SM 3.9 0 91 9.1 6.0 1.8 Well-Graded Sand with SiltB-6 55 S-15 SPT 47 SM 11.2 82* 18* Silty SandB-6 60 S-16 SPT 63 3.5B-6 65 S-17 SPT 59 SW 2.4 5* 91* 4.9* 6.6 2.1 Well-Graded SandB-6 70 S-18 SPT 59 2.5B-6 75 S-19 SPT 56 SW-SM 2.8 2* 93* 5.9* 6.6 1.6 Well-Graded Sand with SiltB-6 80 S-20 SPT 50 2.7B-6 85 S-21 SPT 51 SW-SM 2.6 3 91 5.5 6.4 2.1 Well-Graded Sand with SiltB-6 90 S-22 SPT 47 SW-SM 3.0 7.0 Well-Graded Sand with SiltB-6 95 S-23 SPT 56 3.3B-6 100 S-24 SPT 54 SW-SM 4.1 0 91 8.5 6.4 1.8 Well-Graded Sand with Silt





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B-7 2.5 S-1 SPT 7 2.8B-7 5 S-2 SPT 7 SM 2.3 61 39 3 2.79 Silty SandB-7 7.5 S-3 SPT 7 2.1B-7 15 S-6 SPT 14 SW-SM 2.5 15* 76* 8.9* 13.0 2.5 Well-Graded Sand with Silt and GravelB-7 17.5 S-7 SPT 9 SP 1.9 15 82 2.8 3.9 1.1 Poorly Graded Sand with GravelB-7 20 S-8 SPT 39 SW-SM 2.7 16* 77* 7.3* 6.5 2.0 Well-Graded Sand with Silt and GravelB-7 25 S-9 SPT 24 4.8B-7 30 S-10 SPT 40 SW-SM 4.9 7.9 Well-Graded Sand with SiltB-7 35 S-11 SPT 45 SM 4.3 13 Silty SandB-7 40 S-12 SPT 33 4.3B-7 55 S-15 SPT 41 9.2B-7 60 S-16 SPT 43 SM 9.0 87 13 Silty SandB-7 65 S-17 SPT 53 SW-SM 3.2 3* 89* 7.6* 6.6 1.4 Well-Graded Sand with SiltB-7 70 S-18 SPT 47 SP 2.3 9* 87* 4.1* 5.7 1.5 Poorly Graded SandB-7 75 S-19 SPT 49 2.6B-7 80 S-20 SPT 47 2.7B-7 85 S-21 SPT 50 SW-SM 2.8 5 89 5.7 7.1 1.5 Well-Graded Sand with SiltB-7 90 S-22 SPT 52 2.3B-7 95 S-23 SPT 51 SW-SM 2.7 6.0 Well-Graded Sand with SiltB-7 100 S-24 SPT 75 SW-SM 3.1 0* 92* 8.2* 9.1 2.1 Well-Graded Sand with Silt





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lay-

size


TP-1 2.5 S-1 GRAB SM 1.3 81* 19* 2* 2.76 0 0 NP Silty SandTP-1 4.5 S-2A GRAB 2.0TP-1 6.5 S-3A GRAB SM 2.7 2* 67* 31* Silty SandTP-1 9 S-4 GRAB 2.7TP-2 2 S-1 GRAB 2.5TP-2 5 S-2A GRAB SM 3.4 64 36 Silty SandTP-2 7 S-3 GRAB 3.4TP-2 9 S-4 GRAB SP 2.2 11* 87* 1.9* 2.8 1.0 Poorly Graded SandTP-3 2 S-1 GRAB 2.5TP-3 3 S-2 GRAB SM Silty SandTP-3 4 S-3A GRAB SM 2.6 1 66 33 4 2.78 0 0 NP Silty SandTP-3 6 S-4 GRAB 1.7TP-3 8 S-5 GRAB 2.7TP-3 9.5 S-6 GRAB SM 4.4 0* 81* 19* Silty SandTP-4 3 S-1 GRAB SM 2.4 1* 67* 32* 4* 2.78 0 0 NP Silty SandTP-4 5 S-2 GRAB SM Silty SandTP-4 6 S-3 GRAB SM 2.7 70* 30* Silty SandTP-4 7 S-4 GRAB 2.6TP-4 8.5 S-5 GRAB 2.5TP-5 2 S-1 GRAB SM 1.9 83 17 Silty SandTP-5 4 S-3 GRAB 2.6TP-5 6 S-4A GRAB 1.7TP-5 8 S-5 GRAB SP-SM 2.8 93 7.4 3.2 1.2 Poorly Graded Sand with Silt





Boring Top

Dep

th (

ft)

Sam

ple

Nu

mb

er

Sam

ple

Typ

e

Blo

w C

oun

tUSCS WC (%) %

Gra

vel

% S

and

% F

ines

+

% C

lay-

size


TP-6 2 S-1 GRAB 2.3TP-6 4 S-2B GRAB SM 2.7 0 67 33 0 0 NP Silty SandTP-6 6 S-3 GRAB 2.4TP-6 8 S-4 GRAB 3.6TP-6 10 S-5 GRAB SP-SM 4.3 89* 11* Poorly Graded Sand with SiltTP-7 2 S-1A GRAB SM 2.0 0* 72* 28* 3* 2.78 0 0 NP Silty SandTP-7 4 S-3 GRAB 2.2TP-7 6 S-4 GRAB SM 3.0 75* 25* Silty SandTP-7 8 S-5 GRAB 2.9TP-7 10 S-6 GRAB 3.4TP-8 2 S-1A GRAB SM 1.6 86* 14* Silty SandTP-8 4 S-2 GRAB 2.1TP-8 6 S-3 GRAB SM 2.3 87* 13* Silty SandTP-9 3 S-1A GRAB SM 2.2 0 72 28 3 2.78 0 0 NP Silty SandTP-9 5 S-2 GRAB 2.8TP-9 6 S-3 GRAB 2.3TP-9 8 S-4 GRAB SM 2.3 83* 17* Silty Sand


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Silty Sand

Silty Sand

Poorly Graded Sand

Well-Graded Sand with Silt


Silty Sand




USCSGroup Name

D422

D1140

C136

C136

C136

D422

C136

C136

C136

0.00

1

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)

SampleIdentification

5.0

10.0

17.5

30.0

45.0

60.0

70.0

80.0

95.0

Fines%

TestedBy

llGravel%

Sand%

JFL

JFL

JFL

JFL

JFL

JFL

JFL

JFL

JFL

SAB

SAB

SAB

SAB

SAB

SAB

SAB

SAB

SAB

3.0

3.8

2.1

3.9

4.3

6.8

2.5

2.6

3.2

14

9

43

35

2.2

11

10

27

5.2

6.2

8.5

57

97

89

90

73

88

92

91

1

0

7

2

0

Fine

Mesh Opening in Inches Grain Size in Millimeters

Washington River Protection Solutions, LLCLow-Activity Waste Pretreatment SystemHanford Reservation, Washington

SiltCoarse

Mesh Openings per Inch, U.S. Standard

2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SM

SM

SP

SW-SM

SW-SM

SM

SW-SM

SW-SM

SW-SM

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2

SHANNON & WILSON, INC. • 2705 SAINT ANDREWS LOOP • SUITE A • PASCO, WASHINGTON • 99301 • MAIN (509) 946-6309 • FAX (509) 543-2897

BORING B-1

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel

Clay-SizeMediumFineCoarse

1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17

* Test specimen did not meet minimum mass recommendations.

4

3

B-1, S-2

B-1, S-4

B-1, S-7*

B-1, S-10*

B-1, S-13*

B-1, S-16

B-1, S-18*

B-1, S-20*

B-1, S-23*

GRAIN SIZE DISTRIBUTION PLOT

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Sheet 1 of 2

Silty Sand

Silty Sand

Silty Sand

Poorly Graded Sand

Silty Sand

Silty Sand

Poorly Graded Sand with Silt

Silty Sand



USCSGroup Name

D422

C136

C136

C136

C136

C136

C136

D1140

C136

D1140

0.00

1

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


2.5

10.0

12.5

17.5

20.0

35.0

50.0

60.0

70.0

85.0

Fines%

TestedBy

llGravel%

Sand%

JFL

JFL

JFL

JFL

JFL

JFL

JFL

JFL

JFL

JFL

SAB

SAB

SAB

SAB

SAB

SAB

SAB

SAB

AKV

SAB

2.1

2.9

4.7

2.7

3.1

4.2

5.0

5.7

2.5

2.7

425

14

31

3.6

13

16

9.7

12

6.2

6.3

75

86

57

95

87

84

90

89

12

1

0

0

5

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SM

SM

SM

SP

SM

SM

SP-SM

SM

SW-SM

SW-SM

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


BORING B-2

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17


2B-2, S-1

B-2, S-4

B-2, S-5*

B-2, S-7*

B-2, S-8*

B-2, S-11

B-2, S-14*

B-2, S-16

B-2, S-18*

B-2, S-21*


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Sheet 2 of 2


USCSGroup Name

C1360.

001

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


100.0

Fines%

TestedBy

llGravel%

Sand%

JFLSAB3.27.4930

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SP-SM

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


BORING B-2

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17


B-2, S-24*


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Sheet 1 of 2

Silty Sand

Silty Sand

Poorly Graded Sand





Silty Sand


Well-Graded Sand with Silt and Gravel

USCSGroup Name

C136

D422

C136

C136

C136

D422

D1140

C136

C136

C136

0.00

1

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


5.0

12.5

15.0

17.5

20.0

35.0

50.0

65.0

70.0

80.0

Fines%

TestedBy

llGravel%

Sand%

JFL

JFL

JFL

JFL

JFL

JFL

JFL

JFL

JFL

JFL

SAB

SAB

SAB

SAB

SAB

SAB

SAB

SAB

SAB

SAB

2.9

3.7

2.3

3.1

2.8

3.2

4.6

4.7

2.6

2.5

7

3

42

45

2.7

11

7.4

7.1

8.0

14

5.9

7.1

58

55

94

87

93

92

85

90

78

3

2

1

0

4

15

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SM

SM

SP

SP-SM

SP-SM

SP-SM

SP-SM

SM

SW-SM

SW-SM

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


BORING B-3

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17


3

2

B-3, S-2*

B-3, S-5

B-3, S-6*

B-3, S-7*

B-3, S-8

B-3, S-11*

B-3, S-14

B-3, S-17*

B-3, S-18*

B-3, S-20*


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Sheet 2 of 2


USCSGroup Name

D11400.

001

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


95.0

Fines%

TestedBy

llGravel%

Sand%

JFLSAB3.16.3

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SW-SM

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


BORING B-3

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17


B-3, S-23


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Sheet 1 of 2

Silty Sand


Silty Sand

Poorly Graded Sand




Silty Sand


Well-Graded Sand

USCSGroup Name

C136

D1140

D422

C136

C136

C136

C136

D422

C136

D1140

0.00

1

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


2.5

7.5

15.0

17.5

20.0

25.0

40.0

55.0

70.0

80.0

Fines%

TestedBy

llGravel%

Sand%

JFL

JFL

JFL

JFL

JFL

JFL

JFL

JFL

JFL

JFL

SAB

SAB

AKV

SAB

SAB

SAB

SAB

SAB

SAB

SAB

2.0

2.4

2.7

2.4

2.3

4.1

4.2

6.0

2.6

2.5

7

6

23

7.5

21

2.7

8.4

10

8.7

15

5.6

4.9

77

72

90

78

90

91

85

87

8

7

14

0

7

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SM

SP-SM

SM

SP

SW-SM

SP-SM

SP-SM

SM

SW-SM

SW

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


BORING B-4

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17


2

2

B-4, S-1

B-4, S-3

B-4, S-6*

B-4, S-7*

B-4, S-8*

B-4, S-9

B-4, S-12

B-4, S-15*

B-4, S-18*

B-4, S-20


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Sheet 2 of 2


USCSGroup Name

D4220.

001

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


95.0

Fines%

TestedBy

llGravel%

Sand%

JFLAKV2.746.5877

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SW-SM

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


BORING B-4

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17


2B-4, S-23*


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Sheet 1 of 2

Silty Sand

Silty Sand



Silty Sand with Gravel

Silty Sand


Silty Sand



USCSGroup Name

D422

D1140

C136

D422

C136

C136

C136

C136

D422

C136

0.00

1

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


5.0

12.5

15.0

20.0

25.0

35.0

40.0

55.0

65.0

75.0

Fines%

TestedBy

llGravel%

Sand%

JFL

JFL

JFL

JFL

JFL

JFL

JFL

JFL

JFL

JFL

SAB

SAB

SAB

SAB

SAB

SAB

SAB

SAB

SAB

SAB

2.4

4.0

2.2

2.1

3.7

4.3

4.6

8.1

2.3

2.7

7

2

4

33

38

5.9

5.1

16

13

7.6

17

7.6

6.9

67

91

92

67

87

92

83

86

89

3

3

16

0

6

4

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SM

SM

SW-SM

SP-SM

SM

SM

SP-SM

SM

SW-SM

SW-SM

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


BORING B-5

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17


2

2

2

B-5, S-2

B-5, S-5

B-5, S-6*

B-5, S-8*

B-5, S-9*

B-5, S-11*

B-5, S-12*

B-5, S-15*

B-5, S-17

B-5, S-19*


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Sheet 2 of 2





USCSGroup Name

C136

D1140

D1140

D1140

0.00

1

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


80.0

90.0

95.0

100.0

Fines%

TestedBy

llGravel%

Sand%

JFL

JFL

JFL

JFL

SAB

SAB

SAB

SAB

2.7

2.6

3.1

3.9

5.8

6.7

8.2

8.0

922

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SW-SM

SW-SM

SW-SM

SW-SM

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


BORING B-5

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17


B-5, S-20*

B-5, S-22*

B-5, S-23

B-5, S-24


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Sheet 1 of 2

Silty Sand


Silty Sand

Poorly Graded Sand with Gravel

Silty Sand

Silty Sand


Silty Sand

Well-Graded Sand


USCSGroup Name

C136

C136

D1140

C136

D422

C136

C136

C136

C136

C136

0.00

1

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


2.5

5.0

10.0

15.0

25.0

35.0

40.0

55.0

65.0

75.0

Fines%

TestedBy

llGravel%

Sand%

JFL

JFL

JFL

JFL

JFL

JFL

JFL

JFL

JFL

JFL

SAB

SAB

SAB

SAB

SAB

CRM

SAB

SAB

SAB

SAB

2.5

1.8

3.2

1.9

3.5

4.8

3.9

11.2

2.4

2.8

5

23

9.6

47

3.3

17

22

9.1

18

4.9

5.9

77

90

78

83

76

91

82

91

93

0

19

0

2

0

5

2

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SM

SP-SM

SM

SP

SM

SM

SW-SM

SM

SW

SW-SM

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


BORING B-6

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17


2

B-6, S-1

B-6, S-2*

B-6, S-4

B-6, S-6*

B-6, S-9

B-6, S-11*

B-6, S-12*

B-6, S-15

B-6, S-17*

B-6, S-19*


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Sheet 2 of 2




USCSGroup Name

C136

D1140

C136

0.00

1

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


85.0

90.0

100.0

Fines%

TestedBy

llGravel%

Sand%

JFL

JFL

JFL

SAB

SAB

SAB

2.6

3.0

4.1

5.5

7.0

8.5

91

91

3

0

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SW-SM

SW-SM

SW-SM

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


BORING B-6

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17


B-6, S-21*

B-6, S-22

B-6, S-24*


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Sheet 1 of 2

Silty Sand


Poorly Graded Sand with Gravel



Silty Sand

Silty Sand


Poorly Graded Sand


USCSGroup Name

D422

C136

C136

C136

D1140

D1140

C136

C136

C136

C136

0.00

1

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


5.0

15.0

17.5

20.0

30.0

35.0

60.0

65.0

70.0

85.0

Fines%

TestedBy

llGravel%

Sand%

JFL

JFL

JFL

JFL

JFL

JFL

JFL

JFL

JFL

JFL

SAB

SAB

SAB

SAB

SAB

SAB

SAB

SAB

SAB

SAB

2.3

2.5

1.9

2.7

4.9

4.3

9.0

3.2

2.3

2.8

939

8.9

2.8

7.3

7.9

13

13

7.6

4.1

5.7

61

76

82

77

87

89

87

89

15

15

16

3

9

5

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SM

SW-SM

SP

SW-SM

SW-SM

SM

SM

SW-SM

SP

SW-SM

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


BORING B-7

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17


3B-7, S-2

B-7, S-6*

B-7, S-7*

B-7, S-8*

B-7, S-10

B-7, S-11

B-7, S-16

B-7, S-17*

B-7, S-18*

B-7, S-21*


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Sheet 2 of 2



USCSGroup Name

D1140

C136

0.00

1

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


95.0

100.0

Fines%

TestedBy

llGravel%

Sand%

JFL

JFL

SAB

SAB

2.7

3.1

6.0

8.2920

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SW-SM

SW-SM

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


BORING B-7

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17


B-7, S-23*

B-7, S-24*


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Silty Sand

Silty Sand

USCSGroup Name

D422

C136

0.00

1

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


2.5

6.5

Fines%

TestedBy

llGravel%

Sand%

JFL

JFL

AKV

SAB

1.3

2.7

319

31

81

672

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SM

SM

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


TEST PIT TP-1

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17


2TP-1, S-1

TP-1, S-3A*


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Silty Sand

Poorly Graded Sand

USCSGroup Name

C136

C136

0.00

1

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


5.0

9.0

Fines%

TestedBy

llGravel%

Sand%

JFL

JFL

SAB

SAB

3.4

2.2

36

1.9

64

8711

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SM

SP

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


TEST PIT TP-2

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17


TP-2, S-2A

TP-2, S-4*


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Silty Sand

Silty Sand

USCSGroup Name

D422

C136

0.00

1

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


4.0

9.5

Fines%

TestedBy

llGravel%

Sand%

JFL

JFL

AKV

SAB

2.6

4.4

933

19

66

81

1

0

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SM

SM

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


TEST PIT TP-3

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17


4TP-3, S-3A*

TP-3, S-6*


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Silty Sand

Silty Sand

USCSGroup Name

D422

C136

0.00

1

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


3.0

6.0

Fines%

TestedBy

llGravel%

Sand%

JFL

JFL

SAB

SAB

2.4

2.7

932

30

67

70

1

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SM

SM

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


TEST PIT TP-4

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17


4TP-4, S-1*

TP-4, S-3


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Silty Sand


USCSGroup Name

C136

C136

0.00

1

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


2.0

8.0

Fines%

TestedBy

llGravel%

Sand%

JFL

JFL

SAB

SAB

1.9

2.8

17

7.4

83

93

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SM

SP-SM

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


TEST PIT TP-5

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17

TP-5, S-1

TP-5, S-5


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Silty Sand


USCSGroup Name

C136

C136

0.00

1

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


4.0

10.0

Fines%

TestedBy

llGravel%

Sand%

JFL

JFL

SAB

SAB

2.7

4.3

33

11

67

89

0

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SM

SP-SM

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


TEST PIT TP-6

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17


TP-6, S-2B*

TP-6, S-5


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Silty Sand

Silty Sand

USCSGroup Name

D422

C136

0.00

1

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


2.0

6.0

Fines%

TestedBy

llGravel%

Sand%

JFL

JFL

AKV

SAB

2.0

3.0

728

25

72

75

0

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SM

SM

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


TEST PIT TP-7

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17

3TP-7, S-1A

TP-7, S-4


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Silty Sand

Silty Sand

USCSGroup Name

C136

C136

0.00

1

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


2.0

6.0

Fines%

TestedBy

llGravel%

Sand%

JFL

JFL

SAB

SAB

1.6

2.3

14

13

86

87

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SM

SM

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


TEST PIT TP-8

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17

TP-8, S-1A

TP-8, S-3


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Silty Sand

Silty Sand

USCSGroup Name

D422

C136

0.00

1

0.00

4

0.00

6

0.04

0.060.3

0.02

0.03

4.758

Depth(ft)


3.0

8.0

Fines%

TestedBy

llGravel%

Sand%

JFL

JFL

SAB

SAB

2.2

2.3

628

17

72

83

0

Fine



SiltCoarse


2 10 0.06

0.04

0.00

3

0.00

1

0.00

2

0.00

3

0.00

8

0.01

0.07

5

0.1

0.2136204060

76.2

Grain Size (mm)

Percent C

oarser by Mass

1 1/2

3/8

4 20

USCSGroup

Symbol

SM

SM

3 100

100

95

90

85

80

75

70

65

60

55

50

45

40

35

30

25

20

15

10

5

0

FinesSand

2410

Per

cent

Fin

er b

y M

ass

200

0.02

0.00

2


TEST PIT TP-9

WC%

60

ReviewBy

ASTMStd.

< 2um%

< 20um%

0.6

40

30 0.4

Gravel


1 1/

2

3/4

0.03

0.01

0.00

80.

006

0.00

4

0.8

22-1

-03

156-

040

A

_GS

A_M

AIN

22-

0315

6 0

2-0

3.G

PJ

SH

AN

_WIL

.GD

T

2/7/

17


3TP-9, S-1A*

TP-9, S-4


0

10

20

30

40

50

60

70

0 10 20 30 40 50 60 70 80 90 100 110

ReviewBy

< 2um%

2

l

D4318

PLASTICITY CHART

A-line

Pla

stic

ity I

ndex

- P

I

U-line



JFLAKV

WC%

1.3

Gravel%

CL or OL

CL-ML ML or OL

MH or OH

22-1

-03

156-

040

A

_AT

T_

MA

IN 2

2-03

156

02-

03.

GP

J S

HA

N_W

IL.G

DT

2/

7/1

7

CH or OH

Depth(ft)

2.5


TEST PIT TP-1

ASTMStd.

TestedBy

USCSGroup

Symbol

SM

Sand%

81 19

Fines%

USCSGroup Name

Silty SandTP-1, S-1

Liquid Limit - LL

PIPL

NPNPNP

LL

0

10

20

30

40

50

60

70

0 10 20 30 40 50 60 70 80 90 100 110

ReviewBy

< 2um%

4

l

D4318

PLASTICITY CHART

A-line

Pla

stic

ity I

ndex

- P

I

U-line



JFLAKV

WC%

2.6

Gravel%

CL or OL

CL-ML ML or OL

MH or OH

22-1

-03

156-

040

A

_AT

T_

MA

IN 2

2-03

156

02-

03.

GP

J S

HA

N_W

IL.G

DT

2/

7/1

7

CH or OH

Depth(ft)

4.0


TEST PIT TP-3

ASTMStd.

TestedBy

USCSGroup

Symbol

SM 1

Sand%

66 33

Fines%

USCSGroup Name

Silty SandTP-3, S-3A

Liquid Limit - LL

PIPL

NPNPNP

LL

0

10

20

30

40

50

60

70

0 10 20 30 40 50 60 70 80 90 100 110

ReviewBy

< 2um%

4

l

D4318

PLASTICITY CHART

A-line

Pla

stic

ity I

ndex

- P

I

U-line



JFLAKV

WC%

2.4

Gravel%

CL or OL

CL-ML ML or OL

MH or OH

22-1

-03

156-

040

A

_AT

T_

MA

IN 2

2-03

156

02-

03.

GP

J S

HA

N_W

IL.G

DT

2/

7/1

7

CH or OH

Depth(ft)

3.0


TEST PIT TP-4

ASTMStd.

TestedBy

USCSGroup

Symbol

SM 1

Sand%

67 32

Fines%

USCSGroup Name

Silty SandTP-4, S-1

Liquid Limit - LL

PIPL

NPNPNP

LL

0

10

20

30

40

50

60

70

0 10 20 30 40 50 60 70 80 90 100 110

ReviewBy

< 2um%l

D4318

PLASTICITY CHART

A-line

Pla

stic

ity I

ndex

- P

I

U-line



JFLAKV

WC%

2.7

Gravel%

CL or OL

CL-ML ML or OL

MH or OH

22-1

-03

156-

040

A

_AT

T_

MA

IN 2

2-03

156

02-

03.

GP

J S

HA

N_W

IL.G

DT

2/

7/1

7

CH or OH

Depth(ft)

4.0


TEST PIT TP-6

ASTMStd.

TestedBy

USCSGroup

Symbol

SM 0

Sand%

67 33

Fines%

USCSGroup Name

Silty SandTP-6, S-2B

Liquid Limit - LL

PIPL

NPNPNP

LL

0

10

20

30

40

50

60

70

0 10 20 30 40 50 60 70 80 90 100 110

ReviewBy

< 2um%

3

l

D4318

PLASTICITY CHART

A-line

Pla

stic

ity I

ndex

- P

I

U-line



JFLAKV

WC%

2.0

Gravel%

CL or OL

CL-ML ML or OL

MH or OH

22-1

-03

156-

040

A

_AT

T_

MA

IN 2

2-03

156

02-

03.

GP

J S

HA

N_W

IL.G

DT

2/

7/1

7

CH or OH

Depth(ft)

2.0


TEST PIT TP-7

ASTMStd.

TestedBy

USCSGroup

Symbol

SM 0

Sand%

72 28

Fines%

USCSGroup Name


Liquid Limit - LL

PIPL

NPNPNP

LL

0

10

20

30

40

50

60

70

0 10 20 30 40 50 60 70 80 90 100 110

ReviewBy

< 2um%

3

l

D4318

PLASTICITY CHART

A-line

Pla

stic

ity I

ndex

- P

I

U-line



JFLAKV

WC%

2.2

Gravel%

CL or OL

CL-ML ML or OL

MH or OH

22-1

-03

156-

040

A

_AT

T_

MA

IN 2

2-03

156

02-

03.

GP

J S

HA

N_W

IL.G

DT

2/

7/1

7

CH or OH

Depth(ft)

3.0


TEST PIT TP-9

ASTMStd.

TestedBy

USCSGroup

Symbol

SM 0

Sand%

72 28

Fines%

USCSGroup Name


Liquid Limit - LL

PIPL

NPNPNP

LL

80

85

90

95

100

105

110

115

120

125

130

135

140

145

150

0 5 10 15 20 25 30 35 40

CO

MP

AC

T_M

AIN

_JF

L 2

2-03

156

02-

03.G

PJ

22-

1-0

3156

-040

2/

8/1

7

100% Saturation: G

= 2.80

G = 2.60

TP-1, S-3B, 6.5 ft

Percent Retained on 3/8 in sieve:

Sample Information

103.6 pcf

15.5 %

Oversize Correction Information

9/22/2016

LJR

10/3/2016

AKV/SAB

JFL

Maximum Dry Unit Weight:

Optimum Water Content:

WATER CONTENT, %

103.7 pcf

15.5 %

0.1%

2.7

ASTM D1557 Method B, Mechanical Rammer

Washington River Protection Solutions, LLC Low-Activity Waste Pretreatment SystemHanford Reservation, Washington

Uncorrected Information

Assumed Specific Gravity (G):

Date Sampled:

Sampled By:

Date Received:

Tested By:

Reviewed By:

UN

CO

RR

EC

TE

D D

RY

UN

IT W

EIG

HT

, pcf



COMPACTION TEST

G = 2.70

SHANNON & WILSON, INC. • 400 NORTH 34TH STREET • SUITE 100 • SEATTLE, WASHINGTON • 98103 • MAIN (206) 632-8020 • FAX (206) 695-6777

80

85

90

95

100

105

110

115

120

125

130

135

140

145

150

0 5 10 15 20 25 30 35 40

CO

MP

AC

T_M

AIN

_JF

L 2

2-03

156

02-

03.G

PJ

22-

1-0

3156

-040

2/

8/1

7

100% Saturation: G

= 2.80

G = 2.60

TP-2, S-2B, 5 ft


Sample Information

115.4 pcf

10.5 %


9/22/2016

LJR

10/3/2016

CRM

JFL



WATER CONTENT, %

115.4 pcf

10.5 %

0.0%

2.7





Date Sampled:

Sampled By:

Date Received:

Tested By:

Reviewed By:

UN

CO

RR

EC

TE

D D

RY

UN

IT W

EIG

HT

, pcf



COMPACTION TEST

G = 2.70


80

85

90

95

100

105

110

115

120

125

130

135

140

145

150

0 5 10 15 20 25 30 35 40

CO

MP

AC

T_M

AIN

_JF

L 2

2-03

156

02-

03.G

PJ

22-

1-0

3156

-040

2/

8/1

7

100% Saturation: G

= 2.80

G = 2.60

TP-3, S-2, 3 ft


Sample Information

112.9 pcf

13.5 %


9/22/2016

LJR

10/3/2016

AKV

JFL



WATER CONTENT, %

113.6 pcf

13.3 %

1.9%

2.7





Date Sampled:

Sampled By:

Date Received:

Tested By:

Reviewed By:

UN

CO

RR

EC

TE

D D

RY

UN

IT W

EIG

HT

, pcf



COMPACTION TEST

G = 2.70


80

85

90

95

100

105

110

115

120

125

130

135

140

145

150

0 5 10 15 20 25 30 35 40

CO

MP

AC

T_M

AIN

_JF

L 2

2-03

156

02-

03.G

PJ

22-

1-0

3156

-040

2/

8/1

7

100% Saturation: G

= 2.80

G = 2.60

TP-4, S-2, 5 ft


Sample Information

112.2 pcf

13.8 %


9/22/2016

LJR

10/3/2016

CRM

JFL



WATER CONTENT, %

112.7 pcf

13.6 %

1.2%

2.7





Date Sampled:

Sampled By:

Date Received:

Tested By:

Reviewed By:

UN

CO

RR

EC

TE

D D

RY

UN

IT W

EIG

HT

, pcf



COMPACTION TEST

G = 2.70


80

85

90

95

100

105

110

115

120

125

130

135

140

145

150

0 5 10 15 20 25 30 35 40

CO

MP

AC

T_M

AIN

_JF

L 2

2-03

156

02-

03.G

PJ

22-

1-0

3156

-040

2/

8/1

7

100% Saturation: G

= 2.80

G = 2.60

TP-5, S-2, 2 ft


Sample Information

110.0 pcf

12.6 %


9/22/2016

LJR

10/3/2016

SAB

JFL



WATER CONTENT, %

110.0 pcf

12.6 %

0.1%

2.7





Date Sampled:

Sampled By:

Date Received:

Tested By:

Reviewed By:

UN

CO

RR

EC

TE

D D

RY

UN

IT W

EIG

HT

, pcf



COMPACTION TEST

G = 2.70


80

85

90

95

100

105

110

115

120

125

130

135

140

145

150

0 5 10 15 20 25 30 35 40

CO

MP

AC

T_M

AIN

_JF

L 2

2-03

156

02-

03.G

PJ

22-

1-0

3156

-040

2/

8/1

7

100% Saturation: G

= 2.80

G = 2.60

TP-6, S-2A, 4 ft


Sample Information

110.5 pcf

14.0 %


9/22/2016

LJR

10/3/2016

CRM

JFL



WATER CONTENT, %

110.5 pcf

14.0 %

0.1%

2.7





Date Sampled:

Sampled By:

Date Received:

Tested By:

Reviewed By:

UN

CO

RR

EC

TE

D D

RY

UN

IT W

EIG

HT

, pcf



COMPACTION TEST

G = 2.70


80

85

90

95

100

105

110

115

120

125

130

135

140

145

150

0 5 10 15 20 25 30 35 40

CO

MP

AC

T_M

AIN

_JF

L 2

2-03

156

02-

03.G

PJ

22-

1-0

3156

-040

2/

8/1

7

100% Saturation: G

= 2.80

G = 2.60

TP-7, S-2, 2 ft


Sample Information

113.2 pcf

13.2 %


9/22/2016

LJR

10/3/2016

AKV

JFL



WATER CONTENT, %

113.4 pcf

13.1 %

0.6%

2.7





Date Sampled:

Sampled By:

Date Received:

Tested By:

Reviewed By:

UN

CO

RR

EC

TE

D D

RY

UN

IT W

EIG

HT

, pcf



COMPACTION TEST

G = 2.70


80

85

90

95

100

105

110

115

120

125

130

135

140

145

150

0 5 10 15 20 25 30 35 40

CO

MP

AC

T_M

AIN

_JF

L 2

2-03

156

02-

03.G

PJ

22-

1-0

3156

-040

2/

8/1

7

100% Saturation: G

= 2.80

G = 2.60

TP-8, S-1B, 2 ft


Sample Information

111.0 pcf

12.0 %


9/22/2016

LJR

10/3/2016

CRM

JFL



WATER CONTENT, %

111.0 pcf

12.0 %

0.0%

2.7





Date Sampled:

Sampled By:

Date Received:

Tested By:

Reviewed By:

UN

CO

RR

EC

TE

D D

RY

UN

IT W

EIG

HT

, pcf



COMPACTION TEST

G = 2.70


80

85

90

95

100

105

110

115

120

125

130

135

140

145

150

0 5 10 15 20 25 30 35 40

CO

MP

AC

T_M

AIN

_JF

L 2

2-03

156

02-

03.G

PJ

22-

1-0

3156

-040

2/

8/1

7

100% Saturation: G

= 2.80

G = 2.60

TP-9, S-1B, 3 ft


Sample Information

110.4 pcf

13.8 %


9/22/2016

LJR

10/3/2016

CRM

JFL



WATER CONTENT, %

110.7 pcf

13.7 %

0.8%

2.7





Date Sampled:

Sampled By:

Date Received:

Tested By:

Reviewed By:

UN

CO

RR

EC

TE

D D

RY

UN

IT W

EIG

HT

, pcf



COMPACTION TEST

G = 2.70


Specimen NumberBlows per LiftSurcharge (lbs)

Compaction Data: Dry Unit Weight (pcf)Compaction Standard MC (%)Maximum Dry Unit Weight (pcf) Compaction (%)Optimum Moisture Content (%) Soak Time (hours)Retained on 3/4" Sieve (%) Swell (%)

Dry Unit Weight (pcf)Specimen Number MC (%)Corrected CBR @ 0.100" Compaction (%)Corrected CBR @ 0.200" Soaked Top 1" MC (%)Bearing Ratio Displacement Rate (in/min)

ASTM D1557B

Sample Classification:Silty Sand; SM.

CALIFORNIA BEARING RATIO TESTWashington River Protection Solutions, LLCLow-Activity Waste Pretreatment SystemHanford Reservation, Washington

10

114.4 ª

0 ª

Initi

al

TP-2, S-2B, 5 ftTP-7, S-2, 2 ft

6010

0.09

114.711.7 12.093.1 100.2

1 2

Specimen Data and Test Results

96

0.0440.04422.4

3010

0.07

0.04420.8 17.8

10

-0.28

97.811.885.5

85.7

106.5

93.1 100.2

98.122.33

So

ake

d

96

106.5 114.718.4 14.5

0.60.8

96

33.3

Specimen Plots

Notes: Maximum dry unit weight and optimum moisture content values obtained from compaction test performed with 4 in mold. Compaction tests performed with a 4 in mold may yield higher maximum dry unit weights than test performed with a 6 in mold.

22

-1-0

31

56

-04

0

3

11.8 ª

5.3 30.25.0

2

Cumulative Plots

Str

ess

(p

si)

Str

ess

(p

si)

1

0.8 5.3 33.3

400 NORTH 34TH STREET� • SUITE 100 • SEATTLE, WASHINGTON • 98103 • MAIN 206-632-8020 • FAX 206-695-6777

CB

R_

TP

-2_

TP

-7_

ne

w_

12

22

16

.xls

m

01

/05

/17

Co

rre

cte

d C

BR

C

orr

ect

ed

CB

R

Str

ess

(p

si)

Str

ess

(p

si)

Sp

ec

ime

n 2

Sp

ec

ime

n 3

Sp

ec

ime

n 1

0.1'' Uncorrected Value


0

5

10

15

20

25

30

35

40

45

0 0.1 0.2 0.3 0.4 0.5



020406080

100120140160180200

0 0.1 0.2 0.3 0.4 0.5

0.1'' Corrected

Value

0.2'' Corrected

Value

0

100

200

300

400

500

600

700

800

0 0.1 0.2 0.3 0.4 0.5

Penetration (in)

0

200

400

600

800

0.0 0.2 0.4 0.6Penetration (in)

05

101520253035

95 100 105 110 115 120Compacted Dry Unit Weight (pcf)

05

101520253035

80 85 90 95 100 105Compaction (% Maximum)




ASTM D1557B



10

112.6 ª

0 ª

Initi

al

TP-3, S-2, 3 ftTP-4, S-2, 5 ft

6010

0.00

112.113.1 12.896.1 99.6

1 2


16

0.0440.04422.3

3010

0.04

0.04419.1 36.2

10

0.04

103.012.791.5

91.4

108.2

96.1 99.6

103.020.13

So

ake

d

16

108.2 112.117.3 15.6

7.09.2

16

16.1

Specimen Plots


22

-1-0

31

56

-04

0

3

13.7 ª

12.5 13.415.8

2

Cumulative Plots

Str

ess

(p

si)

Str

ess

(p

si)

1

9.2 15.8 16.1


CB

R_

TP

-3_

TP

-4_

ne

w_

12

22

16

.xls

m

01

/05

/17

Co

rre

cte

d C

BR

C

orr

ect

ed

CB

R

Str

ess

(p

si)

Str

ess

(p

si)

Sp

ec

ime

n 2

Sp

ec

ime

n 3

Sp

ec

ime

n 1

0.1'' Corrected Value


0

50

100

150

200

250

0 0.1 0.2 0.3 0.4 0.5



0

100

200

300

400

500

600

0 0.1 0.2 0.3 0.4 0.5



0

100

200

300

400

500

600

0 0.1 0.2 0.3 0.4 0.5

Penetration (in)

0100200300400500600


0

5

10

15

20

100 105 110 115Compacted Dry Unit Weight (pcf)

0

5

10

15

20

90 95 100 105Compaction (% Maximum)




ASTM D1557B



10

110.4 ª

0 ª

Initi

al

TP-5, S-2, 2 ftTP-9, S-1B, 3 ft

6010

0.02

110.013.4 15.097.1 99.6

1 2


16

0.0440.04421.5

3010

0.04

0.04419.6 3.4

10

0.02

101.413.591.9

91.9

107.2

97.1 99.6

101.420.43

So

ake

d

16

107.2 110.017.6 15.7

6.58.2

16

19.1

Specimen Plots


22

-1-0

31

56

-04

0

3

13.2 ª

14.6 14.718.1

2

Cumulative Plots

Str

ess

(p

si)

Str

ess

(p

si)

1

8.2 18.1 19.1


CB

R_

TP

-5_

TP

-9_

ne

w_

12

22

16

.xls

m

01

/05

/17

Co

rre

cte

d C

BR

C

orr

ect

ed

CB

R

Str

ess

(p

si)

Str

ess

(p

si)

Sp

ec

ime

n 2

Sp

ec

ime

n 3

Sp

ec

ime

n 1 0.1'' Corrected

Value


0

50

100

150

200

250

0 0.1 0.2 0.3 0.4 0.5



0

100

200

300

400

500

600

0 0.1 0.2 0.3 0.4 0.5

0.1'' Corrected

Value

0.2'' Corrected

Value

0

100

200

300

400

500

600

0 0.1 0.2 0.3 0.4 0.5

Penetration (in)

0100200300400500600


0

5

10

15

20

25

100 105 110 115Compacted Dry Unit Weight (pcf)

0

5

10

15

20

25

90 95 100 105Compaction (% Maximum)




ASTM D1557B



10

110.8 ª

0 ª

Initi

al

TP-6, S-2A, 4 ftTP-8, S-1B, 2 ft

6010

0.04

110.813.3 13.495.7 100.0

1 2


16

0.0440.04424.5

3010

0.04

0.04421.8 20.3

10

0.04

99.212.889.5

89.5

106.1

95.7 100.0

99.221.73

So

ake

d

16

106.1 110.818.0 16.0

5.26.6

16

21.7

Specimen Plots


22

-1-0

31

56

-04

0

3

13 ª

12.2 20.315.1

2

Cumulative Plots

Str

ess

(p

si)

Str

ess

(p

si)

1

6.6 15.1 21.7


CB

R_

TP

-6_

TP

-8_

ne

w_

12

22

16

.xls

m

02

/08

/17

Co

rre

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d C

BR

C

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ed

CB

R

Str

ess

(p

si)

Str

ess

(p

si)

Sp

ec

ime

n 2

Sp

ec

ime

n 3

Sp

ec

ime

n 1

0.1" Corrected

Value

0.2" Corrected

Value

020406080

100120140160180200

0 0.1 0.2 0.3 0.4 0.5

0.1" Corrected

Value0.2"

Corrected Value

0

50

100

150

200

250

300

350

400

0 0.1 0.2 0.3 0.4 0.5

0.1" Corrected

Value

0.2" Corrected

Value

0

100

200

300

400

500

600

0 0.1 0.2 0.3 0.4 0.5

Penetration (in)

0100200300400500600


0

5

10

15

20

25

95 100 105 110 115Compacted Dry Unit Weight (pcf)

0

5

10

15

20

25

85 90 95 100 105Compaction (% Maximum)

CTL # Date: PJClient: Project:

Remarks:

Chloride pH Sulfide MoistureAs Rec. Min Sat. mg/kg mg/kg % Qualitative At Test

Dry Wt. Dry Wt. Dry Wt. EH (mv) At Test by Lead %Boring Sample, No. Depth, ft. ASTM G57 Cal 643 ASTM G57 ASTM D4327 ASTM D4327 ASTM D4327 ASTM G51 ASTM G200 Temp °C Acetate Paper ASTM D2216

B-2 - 25 - - 8,068 3 12 0.0012 7.6 526 22 Negative 3.8 Olive Gray SAND w/ Silt & Gravel

B-3 - 25 - - 7,590 5 12 0.0012 7.9 533 22 Negative 3.8 Olive Gray SAND w/ Silt & Gravel

B-5 - 7.5 - - 1,729 90 18 0.0018 8.1 535 23 Negative 3.2 Olive Gray Silty SAND

B-5 - 45 - - 11,550 2 42 0.0042 8.2 508 23 Negative 4.6 Olive Gray SAND w/ Silt

B-6 - 17.5 - - 14,344 3 41 0.0041 8.4 490 23 Negative 3.0 Olive Gray SAND w/ Silt

B-6 - 45 - - 10,901 <2 28 0.0028 8.3 489 23 Negative 6.1 Olive Gray SAND w/ Silt

B-7 - 10 - - 1,148 88 442 0.0442 8.2 478 23 Negative 3.3 Olive Gray Silty SAND

B-7 - 45 - - 13,770 <2 36 0.0036 7.8 447 23 Negative 4.4 Olive Gray SAND w/ Silt

Soil Visual Description

645-040LAWPS

Sample Location or ID Sulfate ORP

Tested By:

Corrosivity Tests Summary

(Redox)

PJ22-1-03156-050

Resistivity @ 15.5 °C (Ohm-cm)

Proj. No:Checked:10/28/2016

Shannon & Wilson

CTL # Date: PJClient: Project:

Remarks:

Chloride pH Sulfide MoistureAs Rec. Min Sat. mg/kg mg/kg % Qualitative At Test

Dry Wt. Dry Wt. Dry Wt. EH (mv) At Test by Lead %Boring Sample, No. Depth, ft. ASTM G57 Cal 643 ASTM G57 ASTM D4327 ASTM D4327 ASTM D4327 ASTM G51 ASTM G200 Temp °C Acetate Paper ASTM D2216

TP-1 - 4.5 - - 5,936 15 65 0.0065 6.6 498 18 Negative 1.8 Brown SAND w/ Silt

TP-3 - 4 - - 18,705 <2 12 0.0012 7.8 512 19 Negative 2.5 Gray SAND w/ Silt

TP-5 - 6 - - 13,748 8 12 0.0012 8.1 523 19 Negative 1.8 Gray SAND w/ Silt

TP-7 - 2 - - 12,674 5 11 0.0011 8.2 519 19 Negative 2.0 Brown SAND w/ Silt

Corrosivity Tests Summary

(Redox)

PJ22-1-03156-040

Resistivity @ 15.5 °C (Ohm-cm)

Proj. No:Checked:11/28/2016

Shannon & Wilson

Soil Visual Description

645-041LAWPS

Sample Location or ID Sulfate ORP

Tested By:

appendix c geotechnical laboratory testing …€¦ · · 2017-07-27sample types laboratory test...

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