HYDROMETER ANALYSIS ORIGINAL SAMPLE: WASHED SAMPLE: 112.75 118.75 115.65 MASS CONTAINER MASS CONTAINER MASS SAMPLE DRY + CONTAINE 165.52 MASS DRY SAMPLE: (S) MASS SAMPLE DRY + CONTAINE 49.87 MASS RETD ON .075MM SIEVE 43.87 87.968719 MASS PASSING .075MM SIEVE 2.8 0.07 RD = % PASS .075MM SIEVE a HYDROMETER ANALYSIS: HYDROMETER TYPE 162H Elasped Time Hyd Сomection Corrected Clock Time Temp. "C Hyd. R Hyd R K Dia. D % smaller P 87.969 0.0750 0.4171 0.2975 0.2122 0.1575 0.1168 0.0852 0.0618 36 35 34 11.5 11.7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 1 2 29 28 27 0.123 0.123 0.123 25 56.407 54.462 25 4 25 11.9 52.517 8. 15 30 23 23 22 22 22 30 28 25 21 18 23 21 18 12.5 12.9 13.3 14 14.5 0.126 0.126 0.128 0.128 0.128 0.128 0.128 44.736 40.846 35.011 27.231 21.396 13.615 60 14 120 0.0445 0.0322 0.0133 11 15.2 15.6 240 22 14 1440 22 11 7.780 GRAIN SIZE DISTRIBUTION 100.00 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 0.0100 +++ 0.1000 1.0000 PARTICLE SIZE % SMALLER
HYDROMETER ANALYSIS ORIGINAL SAMPLE: WASHED SAMPLE: 112.75 118.75 115.65 MASS CONTAINER MASS CONTAINER MASS SAMPLE DRY + CONTAINE 165.52 MASS DRY SAMPLE: (S) MASS SAMPLE DRY + CONTAINE 49.87 MASS RETD ON .075MM SIEVE 43.87 87.968719 MASS PASSING .075MM SIEVE 2.8 0.07 RD = % PASS .075MM SIEVE a HYDROMETER ANALYSIS: HYDROMETER TYPE 162H Elasped Time Hyd Сomection Corrected Clock Time Temp. "C Hyd. R Hyd R K Dia. D % smaller P 87.969 0.0750 0.4171 0.2975 0.2122 0.1575 0.1168 0.0852 0.0618 36 35 34 11.5 11.7 -7 -7 -7 -7 -7 -7 -7 -7 -7 -7 1 2 29 28 27 0.123 0.123 0.123 25 56.407 54.462 25 4 25 11.9 52.517 8. 15 30 23 23 22 22 22 30 28 25 21 18 23 21 18 12.5 12.9 13.3 14 14.5 0.126 0.126 0.128 0.128 0.128 0.128 0.128 44.736 40.846 35.011 27.231 21.396 13.615 60 14 120 0.0445 0.0322 0.0133 11 15.2 15.6 240 22 14 1440 22 11 7.780 GRAIN SIZE DISTRIBUTION 100.00 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 0.0100 +++ 0.1000 1.0000 PARTICLE SIZE % SMALLER
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the percentage of sand, silt and clay using the MIT soil classification system from the figure below.
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