Can I get a step by step for this question? Using the data presented for the given soil sample, determine the soil classification using the ASTM and the AASHTO Soil classification system. Give the group index if needed. The soil is inorganic soil. Sieve No. 19mm (¾ in.) 12.5mm (1/2in.) No. 4 (4.75 mm) No. 10 (2.00 mm) No. 20 (0.850 mm) No. 40 (0.425 mm) No. 100 (0.150 mm) No. 200 (0.075 mm) Percent Passing 100 95 63 50 44 37 28 22 Cu: 5.5 and Cc: 1.8 Atterberg limits: Liquid limit. 33%, Plasticity Index: 17%.

Q: Can I get a step by step for this question? Using the data presented for the given soil sample,…

A: Given data: Soil is Inorganic, Liquid limit=20% Plastic Index=6%  Coefficient of uniformity, Cu=5.5…

Q: EXERCISE 2 Results from a grain-size (sieve) analysis of a given soil are tabulated below. The soil…

A: Given, Sieve analysis data  LL = 23% PL = 19%

Q: For a sample of soil, the following grain size characteristics are given: Sieve No. Percent Passing…

A: AASTHO classification system

Q: Soil 1 Diameter or Sieve No. Mass Retained Soil 2 Diameter or Sieve No. Mass Retained (g) (g) % in ½…

A: American Association of State Highway and Transport Officials (AASHTO) and Unified soil…

Q: Q2 The figure below gives the grain-size distribution of two soils. 100 Soil A 60 Soil B 40 1.0 0.1…

A: For soil AA: D10=0.09 D30=0.11 D60=0.13 Cu=0.13/0.09=1.44<6

Q: 3. The sieve analysis data for a granular soil are given below. %passing 19mm sieve = 100 %passing…

A: Step 1

Q: The resuts of a sieve analysis for an inorganic soil sample are given in the table. If the If the LL…

A:

Q: EXERCISI Results from a grain-size (sieve) analysis of a given soil are tabulated below. The soil…

A: Given information, WL = 23% P.L = 19%

Q: Please answer the question in the picture and show all of your work.

A: i hope its helpful.thank you

Q: Classify the following five soils, A through E, using the Unified Soil Classification System,…

A: Following table gives results of sieve analysis and Atterberg limits test conducted on soils A,B,C,D…

Q: A soil sample with the following composition by weight  45% Silt, around 15% Gravel and rest Sand,…

A: Sand: It is the most commonly utilised construction material. It is composed of rock fragments as…

Q: Classify the soil by the Unified classification system. The results of the particle-size analysis of…

A: Introduction- A sieve review or gradation test is a process commonly used in construction management…

Q: Plot the data given below on the USDA textural triangle and determine correct textural class of each…

A: Plot the sand, clay and silt values respectively in the USDA textural triangle for the soil samples.

Q: A sample of soil was tested in the laboratory, and the test results were listed as shown in the…

A: As percent passing No. 200 (58.8%)is more than 36%, the soil is either A4,A5,A6 or A7 depending on…

Q: U.S. sieve no. Percent passing 4 100 10 90 20 64

A: Given:- LL=23 PL=19 To find:- a) AASHTO  soil classification system b) USCS

Q: Classify the following soils by using the Unified Soil Classification System. Give the group symbols…

A: The USCS classification chart is shown below:

Q: Classify the following soils by the AASHTO classification system

A:

Q: Classify soils A, B, C, and D based on the USCS (ASTM D2487 - 17) indicating the symbol and soil…

A: Solution: AASHTO soil classification system: Soil A: No. 10 - 78% No. 40 - 75% No. 200- 8% LL = 60…

Soil classification and characteristics

Soil classification is a method of categorizing soil based on its properties, types, and uses. The motive of soil classification is to arrange various types of soils and divide them into groups for various engineering and agricultural purposes. Soil classification is carried out by various agencies as per their purposes. From an engineering perspective, soil classification is done to find out the suitability of soil for various construction purposes like the construction of dams, foundations, highways, infrastructures, and so on. For engineering purposes, the soil is classified by the following systems: