From the particle size distribution curve, about 61% of the oil is finer than 0.074 mm in diameter. The liquid limit and plastic limit of minus No 40 fraction of the soils are as follows: LL =26, PL= 20. Classify the soil using the USCS. a. CL-ML b. CL-ML c. SP-SC

Q: The result of sieve analysis of three soils is given next. It is required to classify these soils…

A: To show the classification of Soil - A, B, C as per AASHTO classification

Q: Using the Plasticity Chart, what is the Group Symbol for a soil with the following Atterbrg Limits…

A: Given data  Liquid limit  = 55 Plastic limit  = 20   To Determine  Group symbol for soil =?

Q: 2. Plot the particle size distribution curve of the soil between P% as Y-axis and particle size…

A: Weight % weight  cumu %   cumu %  sieve size  retained  retained  retained passing 9.5 988…

Q: The modified Proctor test (ASTM D 698, method C) was performed for a soil with G, = 2.70, and the…

A: Given, Water content (%) Moist weight in mold (gf) 6.5 3250 9.3 3826 12.6 4293 14.9 4362…

Q: The following results were obtained by a mechanical analysis. Classify the soil using the AASHTO…

A: The AASHTO soil classification chart is shown below:

Q: A Sample of soil was tested in the laboratory, and the test results were listed as follows. Classify…

A:

Q: Given the test results that follow, classify the soil in both the Unified Soil Classification System…

A: Given:- The test result of the soil sample is given  The percent passing through No. 4 sieve = 48…

Pricing Excavation and Backfill

Backfill, in construction, is the activity of returning the soil and gravel that are removed during building construction or using them again to toughen and support the foundation of the building or any other structural component.