![MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)](https://www.bartleby.com/isbn_cover_images/9781305577398/9781305577398_largeCoverImage.gif)
MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)
5th Edition
ISBN: 9781305577398
Author: Nicholas J. Garber; Lester A. Hoel
Publisher: Cengage Learning US
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
Chapter 17, Problem 17P
To determine
(a)
To plot: Grain size distribution curve.
To determine
(b)
The values of
To determine
(c)
The value of uniformity coefficient
Expert Solution & Answer
Want to see the full answer?
Check out a sample textbook solution
Students have asked these similar questions
The questions are in the pictures , Solve question 2.3
The following are the results of a sieve analysis.a. Determine the percent finer than each sieve and plot a grain-size distributioncurve.b. Determine D10, D30, and D60 from the grain-size distribution curve.c. Calculate the uniformity coefficient, Cu.d. Calculate the coefficient of gradation, Cc.
The following are the results of a sieve analysis:
Sieve size
Weight Retained
9.5mm
0
4.75mm
86g
2.36mm
379g
1.18mm
595g
Pan
440g
a. Determine the percent finer than each sieve and plot a grain-size distribution curve.
b. Determine D10, D30 and D60 from the grain-size distribution curve.
c. Calculate the uniformity coefficient (Cu) and the coefficient of gradation (Cc).
Note - Please dont answer using chegg answers
Chapter 17 Solutions
MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)
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
- Following are the results of a sieve analysis from laboratory activity. Show the necessary calculation and draw the particle size distribution: a.) D10, D30, and D60 b. Uniformity coefficient, Cu c. Coefficient of gradation, Ccarrow_forwardThe following are the results of a sieve analysis: a. Determine the percent finer than each sieve and plot a grain-size distributioncurve. b. Determine D10, D30, and D60from the grain-size distribution curve. c. Calculate the Cu and Cc Please kindly solve a, b and c... Help me urgent Thank youarrow_forwardThe results of a sieving analysis are given below. Using these data, prepare a grain size distribution curve for this sample and assess whether the sample is well graded or poorly graded. What would be reasonable porosity values for this sample?arrow_forward
- What can you conclude in the sieve analysis in the image below?arrow_forward7. Find the grain-size (gradation) distribution of the following: a. Original dry mass of sample 600 g b. The sample was then washed and graded. The weigh retained in each sieve is provided below. i. Retained in No. 16 (1.18 mm) ii. Retained in No. 100 (150 μm) iii. Retained in No. 200 (75 μm) iv. Retained in Pan 305.3 g 127.9g 76.4g 3.8g c. How would you classify this aggregate? Please select one from the list below and justify your answer a.- Open graded b.- Well graded c.- Gap gradedarrow_forwardThe data collected during a sieve analysis is provided below in Table 1. Analyze the experimental data and present the results. Be sure to include the following:arrow_forward
- The dry weight of sample = 1kg. Result of sieve analysis are shown below. Sieve Size Weight retained (g) 4.65 mm 0 2.46 mm 100 1.98 mm 250 0.30 mm 350 0.10 mm. 200 0.5 mm 100 Determine the Fineness Modulus.arrow_forwarda. find the uniformity coefficient b. using the particle size distribution curve, compute the coefficient of curvature. c. using the particle size distribution curve, determine the effective particle size • sample of dry coarse-grained material was taken through a nest of sieves and the following results were obtained: Sieve no. Opening (mm) Mass retained (g) 4 4.75 10 2.00 14.8 20 0.85 98.0 40 0.425 90.1 100 0.15 181.9 200 0.075 108.8 Pan 6.1arrow_forwardQ.2) Answer the following question. 1- The sieve analysis below was done for which type Weight of sample = 2000gm Sieve size in. (mm) 3/8" 9.5 mm No.4 4.75 mm No.8 2.36 mm No.16 1.18 mm No.30 0.6 mm No.50 0.3 mm No.100 0.15 mm Pan Percent Weight retained (g) retained 0 2000*100 94 →0 Klcc→ -2000 4032000X100 358-2009 08 72 2212000x100 Percent cumulative @ 4.7 20 i 75 982 57 360 72000 Alco isies 39 492-20000 24.614 · 100 > 95 3 of aggregate. Percent passing 0 5 25 уз 61 86 97 317 ASTM Limit 100 95_100 80_100 40 85 25_60 10_30 2_10arrow_forward
- Determine the effective particle size. Find the uniformity coefficient. Compute the coefficient of gradation. Solve the sorting coefficient. Calculate the suitability number.arrow_forwardProblem The following are the results of a sieve analysis: a. Determine the percent finer than each sieve and plot a grain- size distribution curve. b. Determine D10, D30, and D60 from the grain-size distribution curve. c. Calculate the uniformity coefficient, C. the coefficient of gradation, Co. U.S. sieve no. 4 10 20 40 60 80 100 200 Pan Mass of soil retained (g) 0 44 56 82 51 106 92 85 35arrow_forwarda. what is the effective size diameter? b. what is the uniformity coefficient? he following are the results of a sieve analysis. Sieve No. Opening Size (mm) Mass Retained (g) 4 4.750 28 10 2.000 42 20 0.850 48 40 0.425 128 60 0.250 221 100 0.150 86 200 0.075 40 Pan 24arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Structural Analysis (10th Edition)Civil EngineeringISBN:9780134610672Author:Russell C. HibbelerPublisher:PEARSON
Principles of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
Fundamentals of Structural AnalysisCivil EngineeringISBN:9780073398006Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel LanningPublisher:McGraw-Hill Education
Traffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:9780134610672
Author:Russell C. Hibbeler
Publisher:PEARSON
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:9780073398006
Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning