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1901 E Dyer Rd - Soils Report
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1901 E Dyer Rd - Soils Report
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Last modified
6/23/2022 1:32:37 PM
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6/23/2022 1:31:29 PM
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Soils Report
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1901 E Dyer Rd
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Table B-1: Summary of Laboratory Test Results <br />Grain Size Atterberg Limits ,Corrosion Direct Shear <br />Moisture Dry Density Expansion :'Content (%)(Pco <br />- <br />Compression Indices <br />Boring No. <br />Sample Depth <br />m) <br />Raw Blow <br />Sample Type USCS R-Value Count <br />(blows/ft) <br />Void <br />Ratio <br />Triaxial Consolidated- <br />Undrained Unconfined <br />Compression <br />Strength (psi) <br />Gravel Sand |Fines (%)|LL (%)|PL (%)|PI (%) 1 <br />17.J 111 <br />' Minimum <br />pH Sulfate (%) Chloride (%)Resistivity <br />(ohm-cm) <br />Peak Peak Friction Angle Ultimate Ultimate Friction Cohesion Friction AngleCohesion (psf)(degrees)Cohesion (psf)Angle (degrees)(PSO (degrees) <br />35 MC <br />40 MC <br />45 SPT <br />B-10 <br />50 MC <br />55 SPT <br />60 SPT <br />1.5 BULK <br />5 MC <br />10 MC <br />15 MC <br />20 MC <br />25 MC <br />30 MC <br />35 MC <br />40 MC <br />45 MC <br />B-11 50 MC <br />55 MC <br />60 MC <br />65 MC <br />70 MC <br />75 MC <br />80 MC <br />85 MC <br />90 MC <br />95 MC <br />100 MC <br />1.25 BULK <br />5 MC <br />10 MC <br />15 MC <br />20 MC <br />25 MC <br />30 MC <br />35 MC <br />40 MC <br />8-12 45 MC <br />50 MC <br />55 MC <br />60 MC <br />65 MC <br />70 MC <br />75 MC <br />80 MC <br />85 MC <br />90 MC <br />SM 19 18.1 112 <br />SP 59 20 110 <br />CL 5 <br />CL 11 <br />CL 10 <br />ML 5 <br />SM <br />SM 24 15.4 112.0 <br />SC 26 18.4 110 <br />CL 14 22.5 102 <br />CL 13 22.6 105 33 16 17 0.1 0.01 0.66 <br />SC 15 20.5 106 <br />CH 26 16.5 116 <br />SC 19 16.3 115 <br />SP 28 16.5 111 <br />SP 46 <br />CL 24 24.2 100 <br />CL 26 25.9 97 <br />SP 69 19.5 107.0 <br />SM 66 20.5 109 <br />CL 24 28.1 95 <br />CL 25 33.7 91 <br />CL 32 27.4 96 <br />CL 27 19.5 108 <br />CL 30 24.5 101 <br />CL 33 19.2 111 <br />CL 64 24.7 120 15 12 73 <br />SP <br />CL 12 19.9 104 <br />CL 16 21.7 105 <br />CH 17 22.9 102 <br />CH 15 22.9 104 <br />CH 11 24.6 101 <br />CL 19 22.7 103 <br />CL 30 18.5 113 <br />CL-ML 35 20.1 107 <br />CL 50/6 22.1 104 <br />SP 77/11 19.6 107 <br />SM 50/6 24.1 101 <br />CH 13 51.2 70 <br />CH 8 31.4 96 <br />CL 18 29.2 93.0 <br />CL 21 27.7 95 <br />CL 25 25.6 99 <br />CL 24 22 106 <br />CL 39 24.5 102 <br />Page 2 of 2
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