Q1. Fill the remaining columns for the sieve analysis data given in the tableWeight ofAggregateRetained on% of SampleCumulativeWeight ofEmptySieve(lb)Weight of SieveCumulativeSievewith RetainedRetained onPercentPercentsizeAggregates(Ib)the SieveRetainedPassingSieve(lb)1.5"14.8514.851"15.716.20.75"16.020.40.5"15.6521.453/8 "15.5518.5Pan13.1514.5Q2. Determine the Bulk Unit Weight of coarse aggregates with given data below.Weight of Empty bucket = 13.35 lb , Volume of Bucket = 1/3 ft , Weight of Bucket filled with Aggregates = 43.65 lbQ3. Determine the Moisture Content of Coarse aggregates based on the data given belowWeight of the empty pan = 9.1 lb, Weight of Pan with aggregates(Stockpile) = 50.6 lb , Weight of Pan with aggregates(Oven Dry) = 49.75 lb

Note: Since you have asked multiple questions, we will solve the first question for you. If you want…

Q1. Fill the remaining columns for the sieve analysis data given in the table Weight of Empty Sieve(lb) Weight of Aggregate Retained on % of Sample Retained on Weight of Sieve Cumulative Cumulative Sieve with Retained Percent Percent size Aggregates(Ib) the Sieve Retained Passing Sieve(lb) 1.5" 14.85 14.85 1" 15.7 16.2 0.75" 16.0 20.4 0.5" 15.65 21.45 3/8 " 15.55 18.5 Pan 13.15 14.5

Q1. Fill the remaining columns for the sieve analysis data given in the table Weight of Empty Sieve(lb) Weight of Aggregate Retained on % of Sample Retained on Weight of Sieve Cumulative Cumulative Sieve with Retained Percent Percent size Aggregates(Ib) the Sieve Retained Passing Sieve(lb) 1.5" 14.85 14.85 1" 15.7 16.2 0.75" 16.0 20.4 0.5" 15.65 21.45 3/8 " 15.55 18.5 Pan 13.15 14.5

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: Below is a sieve analysis for a fine aggregate. a. Complete the sieve analysis to get percent…

Q: 2. Three samples of aggregates are sieved to obtain the grading curve. A set of different sieves is…

A: Three samples of aggregates are given:-Sieve sizeMass of sieve (g)Mass of sieve+aggregates…

Q: Table 2, provided below, is a typical layout for the results of a sieve analysis. Results may be…

A: Step 1: Calculate the Total Mass Retained:Sum up all the masses retained on each sieve to find the…

Q: 2.Complete the following table related to sieve analysis:

A: Given: Sieve size Cumulative Mass retained (g) Mass retained on sieve (g) %retained Cumulative %…

Q: A 1775g of coarse aggregates was soaked for at least 24hours prior to the lab. It is then brought to…

Q: A sieve analysis was conducted on a graded aggregate with a nominal maximum aggregate size of 20 m…

A: Soil boundaries give an idea of its compatibility with soil and water or both compounds. When the…

Q: 1.3. Percentage of material retained between consecutive sieves. 2. Report percentages to the…

A: Sieve size Size in mm Amount retained Cummulative amount retained percent fineness 4 4.76 33 33…

Q: he following results were obtained from sieve analysis a - Determine the percent finer than each…

A: D10= Diameter corresponding to 10% finer in the grain size distribution (Effective size).…

Q: (c) Asphalt concrete mixture of AC 14 will be used to construct the wearing course layer. The coarse…

Q: U.S. Sieve No. Percent finer than 20 100 80 96 170 85 200 80 Hydrometer 0.04 mm 0.02 mm 59 39 0.01…

A: Given data:

Q: Sieve Size 3/4 in. (19 mm) 3/8 in. (9.5 mm) No. 4 (4.25 mm) No. 10 (2 mm) No. 40 (0.425 mm) No. 200…

A: Given, To determine, the suitable ratio for blending aggregates A and B to obtain an acceptable…

Concept explainers

Time and time related variables in engineering

Time is the event progression starting from past to present and then, future statistically. The time-related variable is any particular value in relation to time to assess its changes on a specified (XY) plane.

Question

Q1. Fill the remaining columns for the sieve analysis data given in the table
Weight of
Aggregate
Retained on
% of Sample
Cumulative
Weight of
Empty
Sieve(lb)
Weight of Sieve
Cumulative
Sieve
with Retained
Retained on
Percent
Percent
size
Aggregates(Ib)
the Sieve
Retained
Passing
Sieve(lb)
1.5"
14.85
14.85
1"
15.7
16.2
0.75"
16.0
20.4
0.5"
15.65
21.45
3/8 "
15.55
18.5
Pan
13.15
14.5
Q2. Determine the Bulk Unit Weight of coarse aggregates with given data below.
Weight of Empty bucket = 13.35 lb , Volume of Bucket = 1/3 ft , Weight of Bucket filled with Aggregates = 43.65 lb
Q3. Determine the Moisture Content of Coarse aggregates based on the data given below
Weight of the empty pan = 9.1 lb, Weight of Pan with aggregates(Stockpile) = 50.6 lb , Weight of Pan with aggregates(Oven Dry) = 49.75 lb

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

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Time and time related variables in engineering

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

Void Content—Calculate the void content in the aggregate using the bulk densitydetermined by either the rodding, jigging or shoveling procedure, as follows:
Sieve analysis of a sample of fine aggregate resulted in the following data No. Sieve number 4 8 16 30 50 100 Sieve opening (mm) 4.75 2.36 1.18 0.6 0.3 0.15 Weight retained (g) 13 75 120 126 105 61 A) The total weight of the sample, assuming no mass loss during the analysis, is______ (g) a) 505; b) 500; c) 550 B) The half sieve used in the experiment is________. a) No.8; b) No.50; c) none of the above C) The fineness modulus of the aggregate________. a) 6.13; b) 3.16; c) 1.36 D) The average size of the aggregate___________. a) No.30; b) No.4; c) No.16
For this problem, I need help understanding the data I am supposed to use to graph the needed graphs for this question and how these graphs are supposed to look.
I) Two aggregates (Al and A2) were obtained from the field. A sieve analysis was performed on each sample, and the samples (originally 500g in mass) were brought to the oven dry condition (OD) and weighed. Data was obtained for each of the aggregates and is presented in the tables below. (Density of water-1g/cm) Table 1. Results from sieve analysis. Sieve Size Opening (mm) Weight of Aggregate retained (g) A1 A2 3/8" 9.5 No. 4 4.75 65 No. 8 2.36 60 25 No. 16 1.18 100 396 No. 30 0.6 50 No. 50 0.3 118.5 10 No. 100 0.15 75 15 Pan 75 Table 2. Absorption capacity and moisture content data. Al A2 500 g 500 g Field Weight Oven Dry Weight Absorption Capacity (%) 0.7 % 498.5 g 496 g 0.6 % a) Plot the grading curve for each aggregate (x-axis: sieve opening, y-axis: %passing). (Note: In the grading curves, you must show all data points. You can draw the gradation chart using excel or by hand. If you draw by hand, you have to use a ruler. The format of the gradation chart should be same as in the…
5.20 Calculate the sieve analysis shown in Table P5.20, and plot on a 0.45 power gra- dation chart. What is the maximum size? What is the nominal maximum size? TABLE P5.20 Sieve Size 37.5 mm 25 mm 19 mm 9.5 mm 4.75 mm 0.60 mm 0.075 mm Pan Amount Retained, g 0 315 782 1493 677 1046 1502 45 Cumulative Amount Retained, g Cumulative Percent Percent Passing Retained