Three samples of fine aggregate have the properties shown in Table. Determine in percentage: (a) total moisture content and (b) free moisture content for each sample and the average of the three samples.
Q: A sieve analysis test was conducted for sample of fine aggregate and obtained the results as shown…
A: Given Sieve Analysis results table . It is used to find fineness modulus of sand and percentage of…
Q: The Flakiness Index test has been done on a 3500g of aggregate and it was found that 2780g failed to…
A: Using formula
Q: A specific gravity test was performed on a sample of fine aggregate and produced the following…
A: To find Specific gravity of fine aggregates Classify aggregate on basis of surface texture
Q: The mass of fine aggregate B has been reduced and weighed to conduct an aggregate test shown in…
A:
Q: Sieve analysis test for fine aggregates was performed on a sample of fine aggregates and produced…
A:
Q: Grading of fine aggregate Sieve size 10 mm 4.75 mm 2.36 mm 1.18mm 600mm 300 mm 150mm Cumulative…
A: Given Datas :-X = 500 gm oven dry fine aggregate X1 = mass in wet condition 518 gmS = SSD = 510 gm Y…
Q: (b) The sample weight of fine aggregate at different conditions are as follows: Sample Weight (g)…
A:
Q: 7 The specific gravity and absorption test (ASTM C128) was performed on fine aggregate and the…
A:
Q: Compute the compressive strength, in psi, for each size of aggregate on each no. of days of curing.…
A: Given Data: The recorded maximum loads are given when the specimen breaks. To Determine: The…
Q: Fine aggregate sample was tested to find its physical properties. The test results were as follows:…
A: Solution: Given Data Bulk specific gravity=2.42 Apparent specific gravity=2.58 Mass of vessel full…
Q: What is the percent passing on 4.75 mm sieve? b. What is the fineness modulus of the fine aggregate…
A: To find out the percentage passing on 4.75mm sieve and fineness modulus of fine aggregates.
Q: Fine aggregate sample was tested to find its physical properties. The test results were as follows:…
A: The given data is: Weight of water+container=C=1300 gm Weight of water+container+soil=1500 gm Bulk…
Q: Laboratory specific gravity and absorption tests are run on two coarse aggregate sizes, which have…
A:
Q: The fineness modulus is a relative measure of how coarse or how fine an aggregate sample is.…
A: The fineness modulus is a value that signifies the average value of particle size.
Q: The mass of aggregate B has been reduced and weighed to conduct an aggregate test shown in Table 2.…
A: Solution: Given: Mass of Aggregate: 500.8g SSD Mass of Aggregate: 500.2g Mass of pycnometer with…
Q: 46.5 kg of fine aggregate is mixed with 72.3 kg of coarse aggregate. The fineaggregate has a…
A: given data: fine aggregate: water content=2% absorption=3.4% weight=46.5 kg coarse aggregate: water…
Q: In a ready-mix plant, cylindrical samples are prepared and tested periodically to detect any mix…
A:
Q: TRUE OR FALSE The recommended air content decreases with increasing the nominal maximum aggregate…
A:
Q: . For an aggregate sample, if you know that the apparent relative density is 2.72 and the water…
A: The apparent relative density is 2.72. Water absorption is w=1.2%. The dry mass of aggregates is…
Q: Fine aggregate sample was tested to find its physical properties. The test results were as follows:…
A: Solution: Given Data: C=1300 gm Container+WaterB=1500 gmContainer+water+sandBulk specefic…
Q: A sieve analysis test was conducted for sample of fine aggregate and obtained the results as shown…
A: Sample calculations:Total weight retained=560.8gms% retained=Wt retainedTotal weight retained×100for…
Q: The specific gravity and absorption test (ASTM C128) were performed on fine aggregate. The following…
A:
Q: What is determined by conducting an abrasion test? (A) aggregate crushing value (C) hardness (B)…
A: Abrasion test is carried out to determine the hardness property of aggregate . In this test we…
Q: A sample of coarse aggregate weighs 1072 g when ovendried, 1091 g when saturated surface- dried, and…
A: Given : Coarse aggregate weight = 1072g when oven dried =1091g when saturated surface dried =667.6g…
Q: 1. Calculate the following properties for the data provided in the Table below for a coarse…
A: Note: Since you have asked multiple questions, we will solve the first question for you. If you want…
Q: Define the following terms:a. Saturated surface-dry condition of aggregatesb. Absorption of…
A: Since we answer only three sub-parts at a time so we will answer the first three. Please upload…
Q: Use the following data: Oven Dry weight - 4.98 kg Weight under water - 3.02 kg SSD Weight - 5.07 kg…
A:
Q: Fine aggregate sample was tested to find its physical properties. The test results were as follows:…
A: Given Data: Bulk Specific Gravity is G=2.45. Apparent Specific Gravity is Gm=2.5. Mass of vessel…
Q: Laboratory specific gravity and absorption tests are run on two coarse aggregate sizes, which have…
A: Given data:Bulk specific gravity of aggregate A (GA) = 2.491 Bulk specific gravity of aggregate B…
Q: Laboratory specific gravity and absorption tests are run on two coarse aggregate sizes, which have…
A:
Q: Sieve analysis for fine and coarse aggregate is done, how can we say that those samples are good and…
A: The fineness modulus is the total of the cumulative percentage that stayed on the each sieve from…
Q: 6. A sample of lightweight coarse aggregate weighs 532.3 g when oven-dried, 615.7 g when saturated…
A:
Q: 1. State the difference between elastic and viscous behavior of asphalt cement 2. Define the…
A: To state the difference between elastic and viscous behavior of asphalt cement. The elastic…
Q: Sieve analysis test for fine aggregates was performed on a sample of fine aggregates and produced…
A: a). percent passing Sieve Size(mm) Weight Retained Percentage Retained Cumulative Retained…
Q: 2.1 The bulk density determined by this test method is for aggregate in an oven-dry condition. If…
A: In soil mechanics, the void ratio describes the relationship between the volume of voids, or spaces,…
Q: Samples of coarse aggregate from a stockpile are brought to the laboratory for determination of…
A: The presence of porosity in aggregate makes it an adsorptive nature. The amount of free water…
Q: Specific Gravity and absorption test is done in the materials lab on a sample of coarse aggregate…
A: Given data: The dry weight of the aggregate sample = 1002.3 g. The weight of the SSD aggregate =…
Q: Sieve Size Amount Retained, Ib 3 in. 2 in. 1-1/2 in. 3.7 1 in. 15.9 3/4 in. 12.0 1/2 in. 13.5 3/8…
A: Given Sieve Analysis table Typical range of fineness modulus of sand
Q: * Sieve analysis is conducted for both fine and coarse aggregate. True False
A: Context of question: Sieve Analysis
Q: Sample of coarse aggregate from a stockpile are brought to the laboratory for determination of…
A:
Q: The specific gravity and absorption test (ASTM C128) were performed on fine aggregate. The following…
A: Please refer the attached image for complete solution. THANK YOU.
Q: 500 gm oven dry fine aggregate was tested to find its physical properties. The output from the test…
A: (NOTE:Since you have posted a question with multiple sub-parts, we will solve first three sub-parts…
Q: The specific gravity and absorption test (ASTM C128) was performed on fine aggregate and the…
A: Given Data: The mass of saturated surface dry (SSD) is, S=500.0 g The mass of the pycnometer with…
Q: To determine the particle size distribution of fine and coarse aggregate by dry sieving.
A: A sieve analysis procedure used in civil engineering to find the particle size distribution (also…
Q: The specific gravity and absorption test (ASTM C128) were performed on fine aggregate. The following…
A:
Q: 500 gm oven dry fine aggregate was tested to find its physical properties. The output from the test…
A: Given data- weight of the vesselW1=510gmweight of vessel+moist soil=W2=510+518=1028gmmass of…
Q: Sieve analysis test for fine aggregates was performed on a sample of fine aggregates and produced…
A: Given, Sieve analysis data
Q: The following laboratory tests are performed on aggregate samples:a. Specific gravity and…
A: (a)Specific gravity: It helps to determine the quality or strength of the aggregate. The aggregate…
Q: 46.5 kg of fine aggregate is mixed with 72.3 kg of coarse aggregate. The fine aggregate has a…
A: Given :- Weight of the fine aggregate = 46.5 kg Weight of the coarse aggregate =72.3 kg Moisture…
Q: The moisture content in an aggregate sample represents the amount of moisture that must be present…
A: The moisture content in an aggregate sample represent the amount of the moisture that must be…
Three samples of fine aggregate have the properties shown in Table.
Determine in percentage: (a) total moisture content and (b) free moisture content for each sample and the average of the three samples.
![Three samples of fine aggregate have the properties shown in Table.
Determine in percentage: (a) total moisture content and (b) free moisture content for
each sample and the average of the three samples.
Sample
Measure
A
Wet Mass (g)
521.0
522.4
523.4
Dry Mass (g)
491.6
491.7
492.1
Absorption (%)
2.5
2.4
2.3](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F07512f02-32f4-4837-9a65-e1363edce8ad%2F99448ce9-1c84-493d-ad55-edec4dcde2b9%2Fer64fnm_processed.jpeg&w=3840&q=75)
![](/static/compass_v2/shared-icons/check-mark.png)
Trending now
This is a popular solution!
Step by step
Solved in 4 steps
![Blurred answer](/static/compass_v2/solution-images/blurred-answer.jpg)
- 1. Calculate the following properties for the data provided in the Table below for a coarse aggregate sample. a. Bulk SSD specific gravity b. Bulk Dry specific gravity A Bulk Dry Sp. Gr. = c. Apparent specific gravity d. Absorption capacity. В — С B Bulk SSD Sp. Gr. = В — С where A Apparent Sp. Gr. = А — С A = dry weight B = SSD weight C = submerged weight В — А (100) A Absorption (%) Weight of Pan + Oven- Dry Aggregate Weight of Pan Weight of Submerged Aggregate Weight of Pan + SD Aggregate 0.8495 Ib 1.9885 lb 0.6870 lb 1.9630 Ib 2. If the Moisture Content of a stockpile sample of the same coarse aggregates is 1.85 %, what is the moisture state of aggregate sample? Select from the four standard moisture states. Explain how you arrived at the answer. 3. If Bulk unit weight of coarse aggerates is 98 Ib/ft³determine the % Voids of dry-rodded aggregate. Youlk S.G(Bulk Dry)*Pwater %Solids * 100 4. Determine the % solids for 2 cases discussed in pre-lab video by using below data.…SURFACE MOISTURE OF FINE AND COARSE AGGREGATE Pycnometer or Flash Method make up computation, make one Mass of specimen (S) Mass of pycnometer + water (C) Mass of pycnometer + water + specimen (W) Mass of displaced water (V) Specific Gravity, G 2.86 D = S/G % surface moisturempt=541762&cmid%3D103601 Marks 25 Question 1 A sample of AL Batina soil tested in the laboratory. The gradation analysis results are as shown in table Q1. The Atterberg limit tests indicate that the liquid limit is LL = 30% and the plastic limit is PL=27%. Table Q1 Sieve No.# Sieve size (mm) Finer (%) 4 4.75 90 8. 2.36 84 16 1.3 60 30 0.6 30 50 0.2 10 200 0.075 8 i. Determine the uniformity coefficient Marks] ii. Determine curvature coefficient [5 [5 Marks] iii. Classify AL Batina soil according to Unified Soil Classification System (USCS). [10 Marks] iv. Determine the group symbol and group name Marks) [5
- Three samples of aggregates were taken weighed in moist and dry condition. Moist Dry Unit Unit Absorption Volume Aggregate Wt. Wt. (%) (m³) (kN/m) (kN/m³) Sample 1 23.425 20.018 5.14 0.366 Sample 2 22.7 18.757 3.87 0.695 Sample 3 20.292 18.387 2.62 0.237 Where; Unit weight of water = 9.81 kN/m3 Determine the average free moisture content of the three samples.Three samples of aggregates were taken weighed in moist and dry condition. Moist Dry Unit Absorption Volume (m3) Unit Aggregate Wt. Wt. (%) (kN/m3) (kN/m3) Sample 1 23.425 20.018 5.14 0.366 Sample 2 22.7 18.757 3.87 0.695 Sample 3 20.292 18.387 2.62 0.237 Where; Unit weight of water = 9.81 kN/m3 %3D Determine the average free moisture content of the three samples.For Sample A: -Plot the grading curve. -Identify the type of gradation. -Determine the fineness modulus.
- 7. 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 graded1) Two aggregates (Al and A2) were obtained from the field. A sieve analysis was performed on each sample. Data was obtained for each of the aggregates and is presented in the table below. 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 70 32 No. 16 1.18 92 391 No. 30 0.6 10 42 No. 50 0.3 118 20 No. 100 0.15 70 15 Pan 75 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. Please use a ruler.) b) Determine the fineness modulus (FM) for Al and A2. Indicate which aggregate is coarser and which is finer. 5EEהסה JaThe resistance to membrane expansion (i.e., the results of the dilatometer test that relate to the total soil pressure against the blade). What is the basic information used determine through this?
- 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.16A 1775g of coarse aggregates was soaked for at least 24hours prior to the lab. It is then brought to saturated surface dry condition and weigh 1800g. The weight of the sample+basket when submerged to water was recorded to be 1750g and for oven dry condition sample was found to be 1700g. if the weight of the basket is 500g, determine the specific gravity and absorption of coarse aggregates.A 35 cc volume of core sampler was used in bulk density determination. The fresh soil in thesampler collected in the field weighed 83.5 g was oven dried. After 24 hours of oven drying thesample at 110oC, 20 grams of moisture were removed. Calculate the following: a. Bulk density b. Moisture content at weight basis and volume basis c. Percent pore space if the particle density is 2.63 g/cc d. Percent pore space filled
![Fundamentals of Geotechnical Engineering (MindTap…](https://www.bartleby.com/isbn_cover_images/9781305635180/9781305635180_smallCoverImage.gif)
![Fundamentals of Geotechnical Engineering (MindTap…](https://www.bartleby.com/isbn_cover_images/9781305635180/9781305635180_smallCoverImage.gif)