5.24 Three aggregates are to be mixed together in the following ratio:Aggregate A 35%Aggregate B 40%Aggregate C 25%For each aggregate, the percent passing a set of five sieves is shown in the fol-lowing table:Sieve Size (mm)% Passing Agg. A% Passing Agg. B% Passing Agg. C9.58550404.757035300.635200.3251310.15177Determine the percent passing each sieve for the blended aggregate.

Given:- Aggregate A-35%Aggregate B-40%Aggregate C-25% To find:- Percent passing each sieve for the…

5.24 Three aggregates are to be mixed together in the following ratio: Aggregate A 35% Aggregate B 40% Aggregate C 25% For each aggregate, the percent passing a set of five sieves is shown in the fol- lowing table:

5.24 Three aggregates are to be mixed together in the following ratio: Aggregate A 35% Aggregate B 40% Aggregate C 25% For each aggregate, the percent passing a set of five sieves is shown in the fol- lowing table:

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Table shows the grain size distributions of aggregates A, B, and C. The three aggregates must be…

A: Particle size distribution is the method of separation of any soil sample into different fractions…

Q: Aggregate fro m three sources having the properties shown in table below were blended at a ratio of…

Q: From the given data shown in the table below, determine the effective specific gravity of…

A: Given, SG of FA = 2.627 SG of CA = 2.706 SG of asphalt = 1.012

Q: From the given data shown in the table below, determine the effective specific gravity of…

Q: Aggregates from three sources having the properties shown in the table below where blended at a…

A: To find -The properties of aggregate blend Explanation :

Q: According to fuller equation, to draw the maximum density line for aggregate gradation shown below ,…

Q: The mass of a bulk density bucket is measured as 21XY g when it is empty. (Where XY are the last two…

A: Bulk Density of aggregate: The Bulk density of aggregate also known as Unit weight of an aggregate…

Q: The aggregates are placed in a cylindrical container weighing 0.3 kg with a base circumference of…

Q: An aggregate sample was collected in a container and weighed as 528.7 g. The sample was oven dried…

A: Determine the MC of the aggregates?

Q: Q3) The result of sieve analysis of a sample of aggregate given in the Table below. According to…

A: According to ASTM C 33 Sieve analysis, the allowable aggregate sample should follow the below…

Q: The data gathered from an experiment to determine the specific gravity of aggregates were summarized…

A: Given data: Weight of FA sample w1= 171.06 gm weight of SSD sample w2= 175.38 gm weight of…

Q: 1. In the specific gravity and absorption experiment, the following measurements were taken of…

Q: Coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to determine its unit…

A: Given: Volume of bucket, V = 1/3 ft3 Weight of empty bucket, W1 = 18.5 lb Weight of bucket filled…

Q: Coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to determine its unit…

A: Given: The volume of bucket is 12 ft3. The weight of the empty bucket is 20.3 lb. The weight of the…

Q: Aggregates from three sources having bulk specific gravities of 2.753, 2.649, and2.689 were blended…

A: Given data: The specific gravities of three aggregates are 2.753, 2.649 and 2.689. The ratio of…

Q: 1. What is the importance of the test? 2. What is the meaning of (stability, flow, % V.T.M.,Y )? 3.…

A: 1) In building materials workshops, the Marshall technique of bitumen design mix is frequently used…

Q: Complete the table and show complete computations. Draw the aggregate gradation chart.

A: From the given data we have to calculate cumulative percent retained and percentage of passing…

Q: bulk unit weight experiment why should the aggregate be placed in layers and then rodded instead of…

A: The amount of solid particles plus water per unit volume measure is known as bulk unit weight.

Q: Aggregates from three sources having bulk specific gravities of 2.753, 2.649, and 2.689 were blended…

A: Given: For Aggregates from source 1: Specific Gravity = 2.753 Ratio = 70 For Aggregates from…

Q: Coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to determine its unit…

A: Given that, The volume of rigid bucket= 0.2 ft3 Weight of empty bucket= 18.2 lb Weight of…

Q: A results of sieve analysis test for sample of Aggregate are shown in below Table: Sieve Size Wt…

A: Since we only answer up to 3 sub-parts, we’ll answer the first three. Please resubmit the question…

Q: Three aggregates are to be mixed together in the following ratio:Aggregate A: 35%Aggregate B:…

A: Concept used ( applied ):

Q: What are the main purposes of Sieve Analysis of aggregates?

A: purpose of sieve analysis Main purpose of sieve analysis is to determine the distribution of…

Q: In the Aggregate Impact Value test you get the following Total weight of Aggregate 344 grams %3D…

Q: Calculate the bulk specific gravity of combined aggregate if you know the specific gravities of…

Q: The aggregates are placed in a cylindrical container weighing 0.3 kg with a base circumference of…

Q: The sieve analysis results of two fine aggregates are given below in Table 1. a) Calculate the…

A: The expression for fineness modulus is given as FA1=∑100-%P100 % passing 100-%passing 100 0…

Q: Determine the difference between the Rodded and Loose Unit Weight of aggregates

A: Difference between Rodded and Loose unit weight

Q: The following table shows the results obtained from laboratory tests done on samples of aggregates.…

Q: choose true or false If you know that weights of coarse aggregate as follow :Weight of aggregate…

A: Given data : A= Weight of aggregate stock = 5350 gm, B= weight of aggregate in oven dry= 5200 gm, C=…

Q: Three aggregates are to be mixed together in the following ratio: Aggregate A: 35% Aggregate B: 40%…

A: Aggregate percentages in the mix: Aggregate A:35% Aggregate B:40% Aggregate C:25%

Q: The following table shows the results obtained from laboratory tests done on samples of aggregates.…

A: Answer We are given Bulk specific gravity of SSD = 2.67 Weight of aggregates+metal container ( Wam…

Q: If Slump=120 Maximum size of aggregate=25 How is the amount of water interpolated ?

A: Basically, interpolation of data is done to know the exact value of variable which cant be predicted…

Q: Q1)For the table below, 3 samples of aggregate A,B and C ,Draw the grain size distribution curve of…

A: Given: Grain size analysis of aggregates A,B and C. Required: To draw grain size distribution of…

Q: Coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to determine its unit…

Q: plot the gradations of aggregate A, aggregate B, the se cification limits.

Q: Referring to the aggregate gradations A, B, and C in Figure , answer the following questions:a. What…

A: Consider the figure of aggregate gradations.

Q: Weight of Sieve with Sieve no. Weight of Empty Weight Retained Aggregates Sieve (grams) (grams)…

A: Given Seive No. Weight of empty seive, Weight of seive with aggregate, To Determine Weight retained…

Q: Aggregates 1 Aggregates Aggregates 3 Properties Coarse aggregate Angularity, percent crushed faces…

Q: COARSE AGGREGATES Sieve size Amount Cumulative Cumulative Percent Retained, g Passing *, (d) = 100 -…

A: Given data, Weight of aggregate sample retained over different sieve size is given. It is required…

Q: 25/ Find job mix formula by using mathematical method. Aggregate Specification Sieve Size A B C…

A: The final value of a complete mix design is a preferred mixture of aggregate and asphalt binder.…

Q: The mass of the aggregates to be tested in Los Angeles Abrasion Machine is 10,000g, what is the %…

A: Given:- The mass of the aggregates to be tested = 10,000 g The mass of the aggregate retained in…

Q: 1) Given the following results of sieve analysis of coarse aggregates: Weight Retained (lb) Sieve…

A: Im answering you have required part c only. For that we will require table and a graph as below

Q: You are given a result of the gradation test of aggregate, calculate and plot the gradation curve on…

A: Weight % weight cumulative % cumu % sieve size retained retained retained passing 5 0 0…

Q: Aggregate from two stockpiles, A and B having coarse aggregate angularity (crushed faces) of 55% and…

A: given values x1=55% x2=75%P1=45P2=55p1=30%p2=60%

Q: if total sample mass of aggregate is 164.9 grams, then the percent passing from sieve size #30 only…

A: Given:- The total mass of the aggregate sample = 164.9 grams To determine:- The percent passing from…

Q: Calculate the dry rodded unit weight (density), apparent specific gravity, bulk specific gravity…

Q: 1. The following data were obtained when sieving a 509.5 g sample of aggregate for an HL 3HS mix.…

A: Solution; Given that; Mass of Aggregate = 1,204.3g Asphalt Content = 7.3%

Q: A box measuring 50 cm×50 cmx50 cm is filled to the top with dry coarse aggregate of mass187.5 kg .…

Q: 5.32 Calculate the fineness modulus of aggregate A in problem 5.23. Is your answer within the…

A: Sieve size (mm) % passing % cumulative retained 25 100 0 19 92 8 12.5 76 24 9.5 71 29…

Question

100%

5.24 Three aggregates are to be mixed together in the following ratio:
Aggregate A 35%
Aggregate B 40%
Aggregate C 25%
For each aggregate, the percent passing a set of five sieves is shown in the fol-
lowing table:
Sieve Size (mm)
% Passing Agg. A
% Passing Agg. B
% Passing Agg. C
9.5
85
50
40
4.75
70
35
30
0.6
35
20
0.3
25
13
1
0.15
17
7
Determine the percent passing each sieve for the blended aggregate.

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1 Solution:-

Step 2 Solution:-

Step 3 Solution:-

Step 4 Answer:-

Trending now

This is a popular solution!

Step by step

Solved in 4 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

Referring to the aggregate gradations A, B, and C in Figure P5.26, answer the following questions: a. What is the maximum size of each gradation? b. What is the nominal maximum size of each gradation? c. Classify each gradation as dense, open, or gap indicating the reason for each classification. 100 A 80- 60 40 0.075 0.30 1.18 2.36 4.75 9.5 12.5 19.0 25.0 0.15 0.60 Sieve sizes (mm) FIGURE P5.26 Percent passing 20
Problem A sample of a dry coarse grained material of 500 grams was shaken through a nest of sieves and the following results are obtained: Sieve No. Opening (mm) % Passing 4 10 20 40 60 100 200 Pan 0.425 0.25 0.075 2.00 60 4.75 0.85 0.15 94 30 10 7 3 12. Determine the uniformity coefficient. a. 4.706 b. 4.424 C. 1.250 d. 0.85 13. Determine the coefficient of curvature. a. 4.706 b. 4.424 1.250 d. 0.85 C.
ANALYTIC APPROACH IN AGGREGATES 5 set of sieves are to be used for analysis of aggregates. After sieve shaking the sieves, the mass of aggregates that retained on the 1st sieve is 50.26% of the total mass of the sample and the mass of aggregates that retained on the 2nd sieve is 20.26% of the total mass. The mass of the aggregates that passed through the 3rd sieve and 4th sieve is 42.81% and 8.628%, respectively, of the difference of the mass of aggregates that retained on the 1" and 2nd sieve. The mass of aggregates on the pan is 0.4105% of the total mass of the sample – which is 2.6 kg. Complete the table on the worksheet provided and round off to two decimal places.
Using 0.45 power method to draw and compare between the aggregate gradations below. Sieve (mm) Gradation I Gradation II 25 100 19 95 100 95 12.5 87 70 9.5 77 57 4.75 56 38 0.6 2.36 1.18 42 30 23 25 17. 12 0.3 0.15 17 12 9 6 0.075 9 4
The following table shows the results obtained from laboratory tests done on samples of aggregates. Weight of Aggregates + BSG for Metal Metal Measure % ABS % MC SSD Measure Inside Diameter = 6 inches Height = 12 inches Empty weight = 8.62 kg 30.39 kg 2.67 3.69 9.24 1. Calculate the Dry Rodded Unit Weight of Aggregates in kg/m³. 2. Calculate the % Voids in 1 m³ of aggregates.
5.28 Table P5.28 shows the grain size distributions of two aggregates A and B. TABLE P5.28 Sieve Size, mm 25 19 12.5 9.5 4.750 2.36 1.18 0.600 0.300 0.150 0.075 % Passing 100 Agg. A 92 76 71 53 38 32 17 10 5 3.0 % Passing 100 Agg. B 100 92 65 37 31 30 29 28 21 15.4 Answer the following questions and show all calculations: a. What are the maximum sizes of aggregates A and B? b. Is aggregate A well graded? Why? c. Is aggregate B well graded? Why? Note: In order to answer questions b and c, you need to plot the gradations on 0.45 gradation charts. You may create 0.45 power gradation charts using Excel or you may manually plot the data on a copy of Figure A.25. Determine the percent passing each sieve for the blended aggregate.
A wood specimen was prepared with actual dimensions of 25 mm * 25 mm * 150 mm and grain parallel to its length. Displacement was measured over a 100 mm gauge length. The specimen was subjected to compression parallel to the grain to failure. The load-deformation results are as shown in Table P10.24. TABLE P10.23 Deflection Load (N) (10 3 mm) 445 709 890 1412 1335 2113 1779 2825 2224 3556 2669 4234 3114 4935 3559 5644 4003 6353 4448 6995 4893 7996 5338 9131 5783 10287 6228 11902 (failure) TABLE P10.2 4 Load (N) Displacement (mm) 31 0.30 45 1.73 387 4.17 2358 4.57 7584 5.28 12740 5.99 16859 6.81 20489 7.62 23745 8.23 22757 9.14 19875 9.75 19265 10.5 a. Using a computer spreadsheet program, plot the stress-strain relationship. b. Calculate the modulus of elasticity. c. What is the failure stress?
Three aggregates are to be mixed together in the following ratio:Aggregate A: 35%Aggregate B: 40%Aggregate C: 25%For each aggregate, the percent passing a set of five sieves is shown in Table PDetermine the percent passing each sieve for the blended aggregate.
The following are the results in the test for specific gravity of fine aggregates:Mass of Oven-dried specimen in air = 502gMass of Pycnometer filled with water, to calibration mark = 640gMass of Saturated Surface Dry Specimen = 510gMass of Pycnometer filled with specimen and water to calibration mark = 950gCalculate the absorption, apparent specific gravity, bulk specific gravity in SSD condition, and bulk specific gravity in OD condition
I. CONCRETE DESIGN Create a design mix per cu.m using the ACI DESIGN MIX PROCEDURE with the following parameters: Non-air Entrained Concrete Required Strength = 35 MPa Required Slump = 6 inches Maximum Size of CA = 3/4 inches SG of Water = 1.00 SG of Cement = 3.15 SG of CA = 2.84 SG of FA = 2.40
Q3) The result of sieve analysis of a sample of aggregate given in the Table below. According to ASTM C 33, the sample is acceptable or not? BS Total mass of sample 4 80 g Sieve size 10 mm 5 mm 2.36 mm 1.18 mm 600 μm 300 μm 150 μm €150μm ASTM in 4 8 16 30 50 100 <-100 Mass retained O 80 40 80 110 68 61
A sieve analysis test was performed on a sample of aggregate and produced the results shown in Table. Calculate the percent passing through each sieve. What is the maximum size? What is the nominal maximum size? Plot the percent passing versus sieve size on: a. a semilog gradation chart, and b. a 0.45 gradation chart (Figure A.25). Amount Retained, (g) Cumulative Percent Retained SIEVE ΝΟ. SIEVE SIZE Cumulative Amount Percent Passing Retained, (g) 215 885 980 12 2,350 3/8 1,190 4 2,205 8 1,985 10 1,840 40 1.650 100 980 200 660 PAN 60 ΤΟΤAL 15,000