Classify the group index of the soil by AASHTO Classification System using the given data below:Percent finer than the #10 sieve100Percent finer than the #40 sieve92Percent finer than the #200 sieve86Liquid Limit70Plasticity Index32Group of answer choices2416033

We knowGI=0.2F200-35+0.005F200-35LL-40+0.01F200-15PL-10

Answered: sieve 100 Percent finer than the #40…

Engineering

Civil Engineering

sieve 100 Percent finer than the #40 sieve 92 Percent finer than the #200 sieve

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter4: Soil Classification

Section: Chapter Questions

Problem 4.7CTP: For the soils that are classified by the following AASHTO symbols, what would be the most likely...

See similar textbooks

Related questions

Q: RA= RB= Vmax= KN 2 decimal places KN 2 decimal places KN 2 decimal places

Q: How do the minor wedges supplement the major ones?

A: CarD uses the minor groove wedge mechanism to stabilize the RNA polymerase open promoter complex.…

Q: Figure 3 1 Q1 = Q2+Q3+Q4 Total losses = hL1+hL2+hL3+hL4+hL5 Q1 = Q5 The pipes in Figure 3 show a…

Q: | 5.14 Assuming that the reaction of the ground is uniformly dis- tributed, draw the shear and…

A: A beam with load arrangement is given as shown in the figure above and it has been asked to…

Q: figure shows a train traveling at a constant uniform velocity of 75 kph and a car travelling at a…

A: Given velocity of car = 36 Kph Velocity of train = 75 Kph Distance to point O = 1km for both…

Q: Please answer it ASAP for an upvote. Thank you. A combined footing carries two columns due to…

A: When two or more columns are located close to each other then we provide a single substructure…

Q: Which one of the following is the water content of the mixed soil made from 1kg of soil A with…

A: Given data in question Weight of soil Water content of soil To find out Water content of soil…

Q: A rigid bar is suspended by the same material as shown in the figure. Th area and length of the…

Q: Water that originates from precipitation of rain or snow is _______, while that which comes from…

Q: Engr 309. 7/7/22. Name POI 2' 4' Taok + 3' B 5' 8k/ft Number Draw the V and M diagrams. Fill-in the…

Q: Question 4 a) Define and explain using sketches, metacentric height, stable and unstable equilibrium…

Q: The plate has original dimensions 40 e strains Ex, Ey, and €₂?

A: We knowεx=σxE-μEσy+σz

Q: The total rainfall in a catchment of area 1000 km², during a 6 h storm, is 19 cm. The surface runoff…

A: given- Area A=1000 km26 hrs stormtotal rainfall=19 cmsurface runoff=1×108 m3

Q: A beam of square section of the side 'a' is placed such that (i) two sides are horizontal (ii) one…

Q: A soil sample taken from the field has G=2.5 and void ratio=0.75. Find the water content required to…

A: Given data- Specific gravity G=2.5Void ratio e=0.75Degree of saturation required S=100%=1To Find-The…

Q: 15-1. Determine the internal moment in the beam at and 2. Assume 2 is a roller and is a pin. El is…

A: Given :

Q: Determine the reactions at the beam supports for the given loading.

Q: A tube 1.10 m long is closed at one end. A stretched wire is placed near the open end. The wire is…

A: Given Data:Length of closed end tube L=1.10 mLength of stretched wire l=0.329mLinear mass density m=…

Q: Determine the centroid of the beam's cross-sectional area and then compute the moment of inertia…

Q: When the deposits of efflorescence is more than 10 percent but less than 50 percent of the exposed…

A: Answer :- Option 4 Moderate Bricks' inherent alkalies are to blame for this. Bricks absorb water…

Q: A pump with an efficiency of 80% is used to draw groundwater from a well for irrigating a flat field…

A: given- base period B=120 daysdelta ∆=144 cmwater application efficiency=80%

Q: The performance of a hydraulic structure during a flood has been investigated in a 1/36 model based…

A: given- 1/36 model based on Froude law of similarity.Lr=1/36T=3 hr

Q: www. WE A helical spring is fabricated by wrapping wire 3/4 in. in diameter around a forming…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: A solid circular shaft of diameter 40 mm is subject to axial pull of 150 KN and a torsional moment…

Q: Determine the centroid of the beam's cross-sectional area and then compute the moment of inertia…

A: Given data:-Below figure is given in question;

Q: IN YOUR OWN WORDS, discuss the operational process of waste water treatment plant.

A: Answers waste water treatment is an operation or combination of operations and processes that can…

Q: In order to determine the polarization resistance of a carbon steel in acidic solution, a potential…

A: The solution is in step 2:

Q: The tank has a square base and is filled with water to the depth of y = 0.4m If the 20-mm-diameter…

Q: Two straight alignment intersect at a chainage of 4687.50 m with a deflection angle of 43°. A…

Q: n. brick is compressed lengthwise by a force P, as shown. If the ultimat stress is 3600 psi, what is…

A: Area for normal stress =4×2.5=10in2Area for shear stress =8×2.5=20in2

Q: Oil flows from one tank to another when the gate valve is fully opened. All pipe diameter is 20mm…

A: Given data:- Flow entrance, K=0.5 Gate valve, K=0.19 90 degree Elbow, K=9 Density of oil, ρoil=920…

Q: 9. A steel pipe having a diameter of 15 cm and a wall thickness of 9.50 mm has an allowable stress…

Q: Simple Curve: A highway curve was designed to connect intersecting tangents intersecting at an angle…

A: Introduction of curve -- Curves are provided to avoid sharp turns. Curves may be horizontal or…

Q: Answer for Vc, VE, and

Q: a. Determine the acceleration of the two bodies. b. Determine the tension in each cord. c. If the…

A: Given Data: The weight of the first body is W1=1000 N. The weight of the second body is W2=1500 N.…

Q: Two straight parallel roads distant 10.7 m c/c apart are to be connected by a reverse curve of same…

Q: Determine the centroid of the beam's cross-sectional area and then compute the moment of inertia…

Q: Answer for ME, VE, and Vc

A: Find ME, VE and VC

Q: -y Sinx + Cosh2y = 0 di SinXem Cosh zy dy Sinx == -Coshzy dx dy Sinx+ coshzy dx =0 18 dx Sinx + +…

A: For the given differential equation,

Q: Determine the location e of the shear center, point O, for the thin-walled member having the cross…

A: Given :

Q: Given the compound curve with the vertex V inaccessible, angles A and B are equal to 16°20' and…

Q: A pump can lift water to a head of 25 m with a flow of 0.15 m³/s. The critical cavitation number is…

A: Answer We are given Pump Head = 25 m Flow rate = 0.15 m3/s Critical cavitation number = 0.144 Vapor…

Q: A timber beam 150 mm wide and 200 mm deep is to be reinforced by bolting on two flitched each 150 mm…

A: Answer We are given Timber section 150 mm * 200 mm Steel section 150 mm * 12.5 mm Es = 20 Ew…

Q: Two shafts of solid circular cross-section are identical except for their diameter 'd,' and 'd'.…

Q: If the lake level upstream from a spillway is 55 m above the channel floor at the base of the…

A: Given :

Q: Answer for MC1 and Mc2

A: Solution: Solve using moment distribution method: Fixed end Moment: Span AB:…

Q: From the figure below, Compute elevations of main and full stations on a concave curve? That has…

A: Given data:- Below figure is shown;

Q: Calculate the Specific Weight, γ (lb/ft3)

Q: etermine the forces in members AC and BD of the inverted pyramidal truss with rectangular base. The…

A: This solution is for AM =6a. You can recalculate, replacing 6 with 8 in the vector AB. Hope it…

Q: The tank has a square base and is filled with water to the depth of y = 0.4m If the 20-mm-diameter…

Question

Classify the group index of the soil by AASHTO Classification System using the given data below:

Percent finer than the #10 sieve	100
Percent finer than the #40 sieve	92
Percent finer than the #200 sieve	86
Liquid Limit	70
Plasticity Index	32

Group of answer choices

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Classify the following soil by the AASHTO classification system. Percent passing No. 4 sieve = 92Percent passing No. 10 sieve = 87Percent passing No. 40 sieve = 65Percent passing No. 200 sieve = 30Liquid limit = 22Plasticity index = 8
Classify the following soil by the Unified Soil Classification System. Percent passing No. 4 sieve = 82Percent passing No. 10 sieve = 71Percent passing No. 40 sieve = 64Percent passing No. 200 sieve = 41Liquid limit = 31Plasticity index = 12
Classify the following soil by the AASHTO classification system.Percent passing No. 4 sieve 5 82Percent passing No. 10 sieve 5 71Percent passing No. 40 sieve 5 64Percent passing No. 200 sieve 5 41Liquid limit 5 31Plasticity index 5 12
The following soil as specified by the AASHTO System has the following results:Percent finer than No. 10 sieve . . . . . . . . . . . . . 90Percent finer than No. 40 sieve . . . . . . . . . . . . . . 76Percent finer than No. 200 sieve . . . . . . . . . . .. . 34Liquid limit = 37Plasticity index = 12Calculate the partial group index for the soil that belongs to groups A-2-6.
1. Classify the following soils using USCS givegroup symbol and group name.a) A 55% of soil sample retained in sieve no. 4and 89% retained on sieve no. 200. The soilsample has a liquid limit = 28% and plasticLimit = 18% Cu = 4.2, Cc = 1.4 2. A saturated soil has the followingcharacteristics:Initial Volume = 25 cm3Final Volume = 16 cm3Mass of wet soil = 45 gMass of dry soil = 31 ga) Determine the Shrinkage Limitb) Determine the Shrinkage Ratioc) Determine the Specific Gravity of the soil
Given the gathered data in sieve analysis of a soil sample; 1. Classify the soil using USDA 2. Classify the soil using AASHTO soil classification system
Given the picture, categorize soil A and B using the Unified Soil Classification System (USCS).
Afine-grainedsoilisfoundtohavealiquidlimitof70%andaplasticlimitof38%. (a) On the plasticity chart for the Unified Soil Classification System, what soil type is this?(b) On the plasticity chart for the AASHTO classification system, what soil type is this?
Classify the following soils using the AASHTO classification system. Give group indexes as well.
Classify the group name of the soil by USCS using the data given below: Percent passing the #4 sieve 68 Percent passing the #200 sieve 22 Liquid Limit 34 Plastic Limit 17 Group of answer choices a) Poorly graded sand with gravel b) Well-graded sand with gravel c) Silty sand with gravel d) Clayey sand with gravel
Classify the following soils by the AASHTO classification system. Description Soil A Soil B Soil C Percent finer than No.10 sieve 83 100 48 Percent finer than No.40 sieve 48 92 28 Percent finer than No.200 sieve 20 86 6 Liquid Limit 20 70 - Plasticity Index 5 32 Nonplastic
geotechnical 2.1. Classify the following Soils using the SUCS Unified System: a) Retained in mesh No.4 = 10%Passes No.4 and is retained at mesh No.200 = 60%Cu = 4; dc = 2Fine Fraction: LL = 40%; LP = 25% b) Retained in mesh No.200 = 20%Pass mesh No.4 = 92% of the total sampleCu = 4; DC = 1.5Fine Fraction: LL = 250%; LP = 150%There is no appreciable content of organic matter.