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Low-Activity Waste Pretreatment System Geotechnical Investigation WRPS Contract No. 60889-000 Rev. 0, May 2017
22-1-03156-070
APPENDIX C
GEOTECHNICAL LABORATORY TESTING
Low-Activity Waste Pretreatment System Geotechnical Investigation WRPS Contract No. 60889-000 Rev. 0, May 2017
22-1-03156-070-R3f-AC/wp/lkn 22-1-03156-070 C-i
APPENDIX C
GEOTECHNICAL LABORATORY TESTING
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
Low-Activity Waste Pretreatment System Geotechnical Investigation WRPS Contract No. 60889-000 Rev. 0, May 2017
TABLE OF CONTENTS (cont.)
22-1-03156-070-R3f-AC/wp/lkn 22-1-03156-070 C-i
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
Low-Activity Waste Pretreatment System Geotechnical Investigation WRPS Contract No. 60889-000 Rev. 0, May 2017
TABLE OF CONTENTS (cont.)
22-1-03156-070-R3f-AC/wp/lkn 22-1-03156-070 C-ii
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
Low-Activity Waste Pretreatment System Geotechnical Investigation WRPS Contract No. 60889-000 Rev. 0, May 2017
22-1-03156-070-R3f-AC/wp/lkn 22-1-03156-070 C-1
APPENDIX C
GEOTECHNICAL LABORATORY TESTING
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
Low-Activity Waste Pretreatment System Geotechnical Investigation WRPS Contract No. 60889-000 Rev. 0, May 2017
22-1-03156-070-R3f-AC/wp/lkn 22-1-03156-070 C-2
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
Low-Activity Waste Pretreatment System Geotechnical Investigation WRPS Contract No. 60889-000 Rev. 0, May 2017
22-1-03156-070-R3f-AC/wp/lkn 22-1-03156-070 C-3
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.
Low-Activity Waste Pretreatment System Geotechnical Investigation WRPS Contract No. 60889-000 Rev. 0, May 2017
22-1-03156-070-R3f-AC/wp/lkn 22-1-03156-070 C-4
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
22-1-03156-070-R3f-AC-Tables/wp/lkn 22-1-03156-070
Low‐Activity Waste Pretreatment System
Geotechnical InvestigationWRPS Contract No. 60889‐000Rev. 0, May 2017
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
22-1-03156-070-R3f-AC-Tables/wp/lkn 22-1-03156-070
Low‐Activity Waste Pretreatment System
Geotechnical InvestigationWRPS Contract No. 60889‐000Rev. 0, May 2017
LABORATORY TEST SUMMARY
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
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
22-1-03156-070-R3f-AC-Tables/wp/lkn Page 1 of 9 22-1-03156-070
Low‐Activity Waste Pretreatment System
Geotechnical InvestigationWRPS Contract No. 60889‐000Rev. 0, May 2017
LABORATORY TEST SUMMARY
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
Cu Cc Gs LL PL NP Soil Description
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
22-1-03156-070-R3f-AC-Tables/wp/lkn Page 2 of 9 22-1-03156-070
Low‐Activity Waste Pretreatment System
Geotechnical InvestigationWRPS Contract No. 60889‐000Rev. 0, May 2017
LABORATORY TEST SUMMARY
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
Cu Cc Gs LL PL NP Soil Description
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
22-1-03156-070-R3f-AC-Tables/wp/lkn Page 3 of 9 22-1-03156-070
Low‐Activity Waste Pretreatment System
Geotechnical InvestigationWRPS Contract No. 60889‐000Rev. 0, May 2017
LABORATORY TEST SUMMARY
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
Cu Cc Gs LL PL NP Soil Description
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
22-1-03156-070-R3f-AC-Tables/wp/lkn Page 4 of 9 22-1-03156-070
Low‐Activity Waste Pretreatment System
Geotechnical InvestigationWRPS Contract No. 60889‐000Rev. 0, May 2017
LABORATORY TEST SUMMARY
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
Cu Cc Gs LL PL NP Soil Description
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
22-1-03156-070-R3f-AC-Tables/wp/lkn Page 5 of 9 22-1-03156-070
Low‐Activity Waste Pretreatment System
Geotechnical InvestigationWRPS Contract No. 60889‐000Rev. 0, May 2017
LABORATORY TEST SUMMARY
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
Cu Cc Gs LL PL NP Soil Description
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
22-1-03156-070-R3f-AC-Tables/wp/lkn Page 6 of 9 22-1-03156-070
Low‐Activity Waste Pretreatment System
Geotechnical InvestigationWRPS Contract No. 60889‐000Rev. 0, May 2017
LABORATORY TEST SUMMARY
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
Cu Cc Gs LL PL NP Soil Description
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
22-1-03156-070-R3f-AC-Tables/wp/lkn Page 7 of 9 22-1-03156-070
Low‐Activity Waste Pretreatment System
Geotechnical InvestigationWRPS Contract No. 60889‐000Rev. 0, May 2017
LABORATORY TEST SUMMARY
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
Cu Cc Gs LL PL NP Soil Description
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
22-1-03156-070-R3f-AC-Tables/wp/lkn Page 8 of 9 22-1-03156-070
Low‐Activity Waste Pretreatment System
Geotechnical InvestigationWRPS Contract No. 60889‐000Rev. 0, May 2017
LABORATORY TEST SUMMARY
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
Cu Cc Gs LL PL NP Soil Description
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
22-1-03156-070-R3f-AC-Tables/wp/lkn Page 9 of 9 22-1-03156-070
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
Well-Graded Sand with Silt
Silty Sand
Well-Graded Sand with Silt
Well-Graded Sand with Silt
Well-Graded Sand with Silt
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
Well-Graded Sand with Silt
Well-Graded Sand with Silt
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)
SampleIdentification
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
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
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
SHANNON & WILSON, INC. • 2705 SAINT ANDREWS LOOP • SUITE A • PASCO, WASHINGTON • 99301 • MAIN (509) 946-6309 • FAX (509) 543-2897
BORING B-2
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.
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*
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 2 of 2
Poorly Graded Sand with Silt
USCSGroup Name
C1360.
001
0.00
4
0.00
6
0.04
0.060.3
0.02
0.03
4.758
Depth(ft)
SampleIdentification
100.0
Fines%
TestedBy
llGravel%
Sand%
JFLSAB3.27.4930
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
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
SHANNON & WILSON, INC. • 2705 SAINT ANDREWS LOOP • SUITE A • PASCO, WASHINGTON • 99301 • MAIN (509) 946-6309 • FAX (509) 543-2897
BORING B-2
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.
B-2, S-24*
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
Poorly Graded Sand
Poorly Graded Sand with Silt
Poorly Graded Sand with Silt
Poorly Graded Sand with Silt
Poorly Graded Sand with Silt
Silty Sand
Well-Graded Sand with Silt
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)
SampleIdentification
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
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
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
SHANNON & WILSON, INC. • 2705 SAINT ANDREWS LOOP • SUITE A • PASCO, WASHINGTON • 99301 • MAIN (509) 946-6309 • FAX (509) 543-2897
BORING B-3
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.
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*
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 2 of 2
Well-Graded Sand with Silt
USCSGroup Name
D11400.
001
0.00
4
0.00
6
0.04
0.060.3
0.02
0.03
4.758
Depth(ft)
SampleIdentification
95.0
Fines%
TestedBy
llGravel%
Sand%
JFLSAB3.16.3
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
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-3
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.
B-3, 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
Poorly Graded Sand with Silt
Silty Sand
Poorly Graded Sand
Well-Graded Sand with Silt
Poorly Graded Sand with Silt
Poorly Graded Sand with Silt
Silty Sand
Well-Graded Sand with Silt
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)
SampleIdentification
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
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
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
SHANNON & WILSON, INC. • 2705 SAINT ANDREWS LOOP • SUITE A • PASCO, WASHINGTON • 99301 • MAIN (509) 946-6309 • FAX (509) 543-2897
BORING B-4
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.
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
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 2 of 2
Well-Graded Sand with Silt
USCSGroup Name
D4220.
001
0.00
4
0.00
6
0.04
0.060.3
0.02
0.03
4.758
Depth(ft)
SampleIdentification
95.0
Fines%
TestedBy
llGravel%
Sand%
JFLAKV2.746.5877
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
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-4
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.
2B-4, 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
Well-Graded Sand with Silt
Poorly Graded Sand with Silt
Silty Sand with Gravel
Silty Sand
Poorly Graded Sand with Silt
Silty Sand
Well-Graded Sand with Silt
Well-Graded Sand with Silt
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)
SampleIdentification
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
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
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
SHANNON & WILSON, INC. • 2705 SAINT ANDREWS LOOP • SUITE A • PASCO, WASHINGTON • 99301 • MAIN (509) 946-6309 • FAX (509) 543-2897
BORING B-5
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.
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*
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 2 of 2
Well-Graded Sand with Silt
Well-Graded Sand with Silt
Well-Graded Sand with Silt
Well-Graded Sand with Silt
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)
SampleIdentification
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
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
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
SHANNON & WILSON, INC. • 2705 SAINT ANDREWS LOOP • SUITE A • PASCO, WASHINGTON • 99301 • MAIN (509) 946-6309 • FAX (509) 543-2897
BORING B-5
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.
B-5, S-20*
B-5, S-22*
B-5, S-23
B-5, S-24
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
Poorly Graded Sand with Silt
Silty Sand
Poorly Graded Sand with Gravel
Silty Sand
Silty Sand
Well-Graded Sand with Silt
Silty Sand
Well-Graded Sand
Well-Graded Sand with Silt
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)
SampleIdentification
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
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
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
SHANNON & WILSON, INC. • 2705 SAINT ANDREWS LOOP • SUITE A • PASCO, WASHINGTON • 99301 • MAIN (509) 946-6309 • FAX (509) 543-2897
BORING B-6
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.
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*
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 2 of 2
Well-Graded Sand with Silt
Well-Graded Sand with Silt
Well-Graded Sand with Silt
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)
SampleIdentification
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
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
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-6
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.
B-6, S-21*
B-6, S-22
B-6, S-24*
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
Well-Graded Sand with Silt and Gravel
Poorly Graded Sand with Gravel
Well-Graded Sand with Silt and Gravel
Well-Graded Sand with Silt
Silty Sand
Silty Sand
Well-Graded Sand with Silt
Poorly Graded Sand
Well-Graded Sand with Silt
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)
SampleIdentification
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
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
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
SHANNON & WILSON, INC. • 2705 SAINT ANDREWS LOOP • SUITE A • PASCO, WASHINGTON • 99301 • MAIN (509) 946-6309 • FAX (509) 543-2897
BORING B-7
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.
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*
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 2 of 2
Well-Graded Sand with Silt
Well-Graded Sand with Silt
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)
SampleIdentification
95.0
100.0
Fines%
TestedBy
llGravel%
Sand%
JFL
JFL
SAB
SAB
2.7
3.1
6.0
8.2920
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
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-7
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.
B-7, S-23*
B-7, S-24*
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
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)
SampleIdentification
2.5
6.5
Fines%
TestedBy
llGravel%
Sand%
JFL
JFL
AKV
SAB
1.3
2.7
319
31
81
672
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
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
TEST PIT TP-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.
2TP-1, S-1
TP-1, S-3A*
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
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)
SampleIdentification
5.0
9.0
Fines%
TestedBy
llGravel%
Sand%
JFL
JFL
SAB
SAB
3.4
2.2
36
1.9
64
8711
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
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
SHANNON & WILSON, INC. • 2705 SAINT ANDREWS LOOP • SUITE A • PASCO, WASHINGTON • 99301 • MAIN (509) 946-6309 • FAX (509) 543-2897
TEST PIT TP-2
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.
TP-2, S-2A
TP-2, S-4*
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
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)
SampleIdentification
4.0
9.5
Fines%
TestedBy
llGravel%
Sand%
JFL
JFL
AKV
SAB
2.6
4.4
933
19
66
81
1
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
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
TEST PIT TP-3
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.
4TP-3, S-3A*
TP-3, S-6*
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
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)
SampleIdentification
3.0
6.0
Fines%
TestedBy
llGravel%
Sand%
JFL
JFL
SAB
SAB
2.4
2.7
932
30
67
70
1
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
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
TEST PIT TP-4
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.
4TP-4, S-1*
TP-4, S-3
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
Silty Sand
Poorly Graded Sand with Silt
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)
SampleIdentification
2.0
8.0
Fines%
TestedBy
llGravel%
Sand%
JFL
JFL
SAB
SAB
1.9
2.8
17
7.4
83
93
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
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
SHANNON & WILSON, INC. • 2705 SAINT ANDREWS LOOP • SUITE A • PASCO, WASHINGTON • 99301 • MAIN (509) 946-6309 • FAX (509) 543-2897
TEST PIT TP-5
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
TP-5, S-1
TP-5, S-5
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
Silty Sand
Poorly Graded Sand with Silt
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)
SampleIdentification
4.0
10.0
Fines%
TestedBy
llGravel%
Sand%
JFL
JFL
SAB
SAB
2.7
4.3
33
11
67
89
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
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
SHANNON & WILSON, INC. • 2705 SAINT ANDREWS LOOP • SUITE A • PASCO, WASHINGTON • 99301 • MAIN (509) 946-6309 • FAX (509) 543-2897
TEST PIT TP-6
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.
TP-6, S-2B*
TP-6, S-5
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
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)
SampleIdentification
2.0
6.0
Fines%
TestedBy
llGravel%
Sand%
JFL
JFL
AKV
SAB
2.0
3.0
728
25
72
75
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
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
TEST PIT TP-7
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
3TP-7, S-1A
TP-7, S-4
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
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)
SampleIdentification
2.0
6.0
Fines%
TestedBy
llGravel%
Sand%
JFL
JFL
SAB
SAB
1.6
2.3
14
13
86
87
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
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
TEST PIT TP-8
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
TP-8, S-1A
TP-8, S-3
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
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)
SampleIdentification
3.0
8.0
Fines%
TestedBy
llGravel%
Sand%
JFL
JFL
SAB
SAB
2.2
2.3
628
17
72
83
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
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
TEST PIT TP-9
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.
3TP-9, S-1A*
TP-9, S-4
GRAIN SIZE DISTRIBUTION PLOT
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
SHANNON & WILSON, INC. • 2705 SAINT ANDREWS LOOP • SUITE A • PASCO, WASHINGTON • 99301 • MAIN (509) 946-6309 • FAX (509) 543-2897
Washington River Protection Solutions, LLCLow-Activity Waste Pretreatment SystemHanford Reservation, Washington
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
SampleIdentification
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
SHANNON & WILSON, INC. • 2705 SAINT ANDREWS LOOP • SUITE A • PASCO, WASHINGTON • 99301 • MAIN (509) 946-6309 • FAX (509) 543-2897
Washington River Protection Solutions, LLCLow-Activity Waste Pretreatment SystemHanford Reservation, Washington
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
SampleIdentification
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
SHANNON & WILSON, INC. • 2705 SAINT ANDREWS LOOP • SUITE A • PASCO, WASHINGTON • 99301 • MAIN (509) 946-6309 • FAX (509) 543-2897
Washington River Protection Solutions, LLCLow-Activity Waste Pretreatment SystemHanford Reservation, Washington
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
SampleIdentification
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
SHANNON & WILSON, INC. • 2705 SAINT ANDREWS LOOP • SUITE A • PASCO, WASHINGTON • 99301 • MAIN (509) 946-6309 • FAX (509) 543-2897
Washington River Protection Solutions, LLCLow-Activity Waste Pretreatment SystemHanford Reservation, Washington
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
SampleIdentification
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
SHANNON & WILSON, INC. • 2705 SAINT ANDREWS LOOP • SUITE A • PASCO, WASHINGTON • 99301 • MAIN (509) 946-6309 • FAX (509) 543-2897
Washington River Protection Solutions, LLCLow-Activity Waste Pretreatment SystemHanford Reservation, Washington
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
SampleIdentification
TEST PIT TP-7
ASTMStd.
TestedBy
USCSGroup
Symbol
SM 0
Sand%
72 28
Fines%
USCSGroup Name
Silty SandTP-7, S-1A
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
SHANNON & WILSON, INC. • 2705 SAINT ANDREWS LOOP • SUITE A • PASCO, WASHINGTON • 99301 • MAIN (509) 946-6309 • FAX (509) 543-2897
Washington River Protection Solutions, LLCLow-Activity Waste Pretreatment SystemHanford Reservation, Washington
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
SampleIdentification
TEST PIT TP-9
ASTMStd.
TestedBy
USCSGroup
Symbol
SM 0
Sand%
72 28
Fines%
USCSGroup Name
Silty SandTP-9, S-1A
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
Maximum Dry Unit Weight:
Optimum Water Content:
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
Percent Retained on 3/8 in sieve:
Sample Information
115.4 pcf
10.5 %
Oversize Correction Information
9/22/2016
LJR
10/3/2016
CRM
JFL
Maximum Dry Unit Weight:
Optimum Water Content:
WATER CONTENT, %
115.4 pcf
10.5 %
0.0%
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
Maximum Dry Unit Weight:
Optimum Water Content:
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-3, S-2, 3 ft
Percent Retained on 3/8 in sieve:
Sample Information
112.9 pcf
13.5 %
Oversize Correction Information
9/22/2016
LJR
10/3/2016
AKV
JFL
Maximum Dry Unit Weight:
Optimum Water Content:
WATER CONTENT, %
113.6 pcf
13.3 %
1.9%
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
Maximum Dry Unit Weight:
Optimum Water Content:
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-4, S-2, 5 ft
Percent Retained on 3/8 in sieve:
Sample Information
112.2 pcf
13.8 %
Oversize Correction Information
9/22/2016
LJR
10/3/2016
CRM
JFL
Maximum Dry Unit Weight:
Optimum Water Content:
WATER CONTENT, %
112.7 pcf
13.6 %
1.2%
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
Maximum Dry Unit Weight:
Optimum Water Content:
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-5, S-2, 2 ft
Percent Retained on 3/8 in sieve:
Sample Information
110.0 pcf
12.6 %
Oversize Correction Information
9/22/2016
LJR
10/3/2016
SAB
JFL
Maximum Dry Unit Weight:
Optimum Water Content:
WATER CONTENT, %
110.0 pcf
12.6 %
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
Maximum Dry Unit Weight:
Optimum Water Content:
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-6, S-2A, 4 ft
Percent Retained on 3/8 in sieve:
Sample Information
110.5 pcf
14.0 %
Oversize Correction Information
9/22/2016
LJR
10/3/2016
CRM
JFL
Maximum Dry Unit Weight:
Optimum Water Content:
WATER CONTENT, %
110.5 pcf
14.0 %
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
Maximum Dry Unit Weight:
Optimum Water Content:
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-7, S-2, 2 ft
Percent Retained on 3/8 in sieve:
Sample Information
113.2 pcf
13.2 %
Oversize Correction Information
9/22/2016
LJR
10/3/2016
AKV
JFL
Maximum Dry Unit Weight:
Optimum Water Content:
WATER CONTENT, %
113.4 pcf
13.1 %
0.6%
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
Maximum Dry Unit Weight:
Optimum Water Content:
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-8, S-1B, 2 ft
Percent Retained on 3/8 in sieve:
Sample Information
111.0 pcf
12.0 %
Oversize Correction Information
9/22/2016
LJR
10/3/2016
CRM
JFL
Maximum Dry Unit Weight:
Optimum Water Content:
WATER CONTENT, %
111.0 pcf
12.0 %
0.0%
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
Maximum Dry Unit Weight:
Optimum Water Content:
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-9, S-1B, 3 ft
Percent Retained on 3/8 in sieve:
Sample Information
110.4 pcf
13.8 %
Oversize Correction Information
9/22/2016
LJR
10/3/2016
CRM
JFL
Maximum Dry Unit Weight:
Optimum Water Content:
WATER CONTENT, %
110.7 pcf
13.7 %
0.8%
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
Maximum Dry Unit Weight:
Optimum Water Content:
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
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
0.2'' Uncorrected Value
0
5
10
15
20
25
30
35
40
45
0 0.1 0.2 0.3 0.4 0.5
0.1'' Uncorrected Value
0.2'' Uncorrected Value
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)
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
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
Specimen Data and Test Results
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
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
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
400 NORTH 34TH STREET� • SUITE 100 • SEATTLE, WASHINGTON • 98103 • MAIN 206-632-8020 • FAX 206-695-6777
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
0.2'' Corrected Value
0
50
100
150
200
250
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
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
0.0 0.2 0.4 0.6Penetration (in)
0
5
10
15
20
100 105 110 115Compacted Dry Unit Weight (pcf)
0
5
10
15
20
90 95 100 105Compaction (% Maximum)
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
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
Specimen Data and Test Results
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
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
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
400 NORTH 34TH STREET� • SUITE 100 • SEATTLE, WASHINGTON • 98103 • MAIN 206-632-8020 • FAX 206-695-6777
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
0.2'' Corrected Value
0
50
100
150
200
250
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
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
0.0 0.2 0.4 0.6Penetration (in)
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)
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
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
Specimen Data and Test Results
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
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
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
400 NORTH 34TH STREET� • SUITE 100 • SEATTLE, WASHINGTON • 98103 • MAIN 206-632-8020 • FAX 206-695-6777
CB
R_
TP
-6_
TP
-8_
ne
w_
12
22
16
.xls
m
02
/08
/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
0.2" 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
0.0 0.2 0.4 0.6Penetration (in)
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:
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