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TEST SPECIMEN 1 2 3 4 R-VALUE <br />(240 psi) <br />MOISTURE CONTENT (%)8.6 7.8 7.0 <br />DENSITY (pcf)130.7 132.2 135.4 <br />EXPANSION PRESSURE (psi)0.210 0.030 0.060 <br />EXUDATION PRESSURE (psi)176 309 444 <br />R-VALUE 18 30 57 23 <br />SOIL TYPE: Silty Sand with Gravel <br />LOCATION: Old Snelling Ave Roadway Improvements (19.MSP09107.000) SB-2 at 1-5' <br />DATE SAMPLED: DATE RECEIVED: 10/18/2019 DATE TESTED: 10/23/2019 <br />GRAVEL:SAND:SILT AND CLAY: <br />LIQUID LIMIT:PLASTICITY INDEX: <br />R-VALUE <br />KUMAR & ASSOCIATES19-1-384 <br />These test results apply to the samples which were <br />tested. The testing report shall not be reproduced, <br />except in full, without the written approval of Kumar & <br />Associates, Inc. R-value performed in accordance with <br />ASTM D2844. Atterberg limits performed in accordance <br />with ASTM D4318. Sieve analyses performed in <br />accordave with ASTM D422, D1140 <br />89HVEEM STABILOMETER TEST RESULTS <br />0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />80 <br />90 <br />100 <br />0 100 200 300 400 500 600 700 800R-ValueEXUDATION PRESSURE (psi)