ASTM D-2487 1 / 7 1) Standard Practice for................for Engineering Purposes (Unified Soil Classification System) A. Particle size analysis B. None C. Compaction Soil D. Both 2 / 7 2) There are Total ...................number of Group of the Soil A. 30 B. 20 C. 15 D. 30 3 / 7 3) Formula for Coefficient of Uniformity is A. D40/D10 B. D60/D15 C. D50/D20 D. D60/D10 4 / 7 4) The group symbol portion of this system is based on laboratory tests performed on the portion of a soil sample passing A. No. 4 sieve B. All C. 3/4 inch sieve D. 3 inch sieve 5 / 7 5) CL-ML stands for clay and silt A. clay and aggregate B. clay C. Clay and silt D. silt and Soil 6 / 7 6) The report should include A. All B. Group Symbol C. Group Name D. Lab results 7 / 7 7) Sand (FINE AGGREGATES) are the Particles that are passing from Sieve....................and retaining on the Sieve.............. A. No. 4 and No. 200 B. No. 4 and No. 40 C. No. 10 and No.40 D. No. 10 and No. 200 Loading your result Your score isThe average score is 0% 0% Restart quiz