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uS. STANDARD SIEVE NUMOERS HYDROMETER 1 r e va 16 200 100 .001 100 GRAIN SIZEN MILLIVETERS Sample Location Depth (4) Plastic Piasticity De De Passing Liquld Symbol De C, c, No. 200 U.S.C.S Limit Limit Index (%) 0.0-4.0 non-plastic PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 422-63 b. soil type and soil symbol PERCENT FINER BY WEGHT

uS. STANDARD SIEVE NUMOERS HYDROMETER 1 r e va 16 200 100 .001 100 GRAIN SIZEN MILLIVETERS Sample Location Depth (4) Plastic Piasticity De De Passing Liquld Symbol De C, c, No. 200 U.S.C.S Limit Limit Index (%) 0.0-4.0 non-plastic PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 422-63 b. soil type and soil symbol PERCENT FINER BY WEGHT

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
US. STANDARD SIEVE NUMBERS HYDROMETER -12 16 100 200 100 0.001 100 GRAIN SIZE IN MILLIVETERS Plastic Plasticity Di. Do D C. Passing Liquld Sample Location Depth () No. 200 U.S.C.s (%) Symbol C. Limit Limit Index 0.0-4.0 non-plastic PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 422-63 b. soil type and soil symbol PERCENT FINER BY WEIGHT
Transcribed Image Text:US. STANDARD SIEVE NUMBERS HYDROMETER -12 16 100 200 100 0.001 100 GRAIN SIZE IN MILLIVETERS Plastic Plasticity Di. Do D C. Passing Liquld Sample Location Depth () No. 200 U.S.C.s (%) Symbol C. Limit Limit Index 0.0-4.0 non-plastic PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 422-63 b. soil type and soil symbol PERCENT FINER BY WEIGHT
1. Classify the following two soil samples based on USCS method (ASTM). (Note: soil type means for example Silt or well graded gravel and Symbol like MH or GW) SIEVE OPENING SIEVE NUMBER HYDROMETER * * *> S 100 #100 200 90 80 70 60 50 40 30 20 10 100 10 0.1 0.01 0.001 PARTICLE SIZE (mm) Sample Depth (feet) Symbol Boring No. Sample No. Percent Soil Symbol Gravel Sand Atterberg Limits LL:PL PI ASTM Fines D 2487 30 41:19:22 a. soil type and soil symbol PERCENT PASSING BY WEIGHT
Transcribed Image Text:1. Classify the following two soil samples based on USCS method (ASTM). (Note: soil type means for example Silt or well graded gravel and Symbol like MH or GW) SIEVE OPENING SIEVE NUMBER HYDROMETER * * *> S 100 #100 200 90 80 70 60 50 40 30 20 10 100 10 0.1 0.01 0.001 PARTICLE SIZE (mm) Sample Depth (feet) Symbol Boring No. Sample No. Percent Soil Symbol Gravel Sand Atterberg Limits LL:PL PI ASTM Fines D 2487 30 41:19:22 a. soil type and soil symbol PERCENT PASSING BY WEIGHT
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