Coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to determine its unit weight. The following data are obtained:
Volume of bucket = 0.4 cuft
Weight of empty bucket is 18.3 lb
Weight of bucket filled with dry rodded coarse aggregate = 56.9 lb
Calculate the dry-rodded unit weight in lb/ft^3 (one decimal only).
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Coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to determine its unit weight. The following data are obtained: Volume of bucket = 0.3 cuft Weight of empty bucket is 19.3 lb Weight of bucket filled with dry rodded coarse aggregate = 57.3 lb If the bulk dry specific gravity of the aggregate is 2.63, calculate the percent voids in the aggregate.
use (absolute volume method). Calculate the materials (type II cement, coarse aggregate, fine aggregate, and water) needed to make 16 concrete cylinders (diameter = 4", height = 8") for our compression tests. Specified compressive strength = 3000 psi at 28 days. For coarse aggregate, please choose 3/4 in max size gravel containing some crushed particles with the following assumptions: oven-dry specific gravity of 2.68; oven-dry rodded unit weight: 100 lb per cu. ft; moisture content: 1%.
Design a concrete mixture using the following data when the mixture design strength is 3000psi (20.7 MPa): Required strength = 5000 psi (34.5 MPa) type of structure: beam Maximum size of aggregate = 1in (18mm) Fineness Modulus of sand =2.6 Dry rodded weight of coarse aggregate = 100 lb/ft^3 Moisture absourption: 2% for Coarse and Fine aggregate
Using the answers from question 4:
What is the volume of cement (ft3)?
What is the volume of water (ft3)?
What is the volume of coarse aggregate (ft^3)?
What is the volume of air (ft3)?
We were unable to transcribe this image101 MATERIALS SCIENCE (SPRING 2019) es , Spring 2019, TEC2739101-14719201910 (SPRING 2019) / Homework / MSHw#3 Moderate exposure, Non-reinforced Nominal max aggregate size ". Aggregate shape: sub-angular, Slump 3", No Aggregate Data Percent Moisture Specific Gravity Fineness Dry Unit...
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Dry Unit weight of Aggregate Sample= 96.9 pcf
Container Weight= 0.2 Ib
weight of container and sample= 311.1 g
Container Volume= 0.1 ft^3
Coarse Aggregate Test Data Coarse Aggregate Texture Classification: Coarse Aggregate Absorption and Specific Gravities Dry Weight of Aggregate Sample A- SSD Weight of Aggregate Sample 3 = SSD Weight of Aggregate Sample Submerged under Water C = Apparent Specific Gravity = Yes parent = Bulk...
QUESTION 2 A sand cone test has been performed in a recently compacted fill. The test results obtained are as follows: Initial weight of sand cone + sand = 12.51 lb Final weight of sand cone + sand = 3.26 Weight of sand to fill cone = 1.12 lb Weight of soil from hole + bucket =11.42 lb Weight of bucket =0.21 lb Moisture content test: Mass of empty moisture content can = 18.11g Mass of moist soil + can...
Question 1. A concrete mix is to be designed for use in a 250 mm thick road pavement. The desired properties are provided below. Use the ACI method to calculate the required amounts per unit volume (/1m) of water, cement, course aggregate and fine aggregate. Slump 25 mm Average 28-day flexural strength of at least 4.5 MPa Coarse aggregate: nominal maximum size = 37.5 mm, dry-rodded weight 1600 kg/m3, specific gravity 2.68, moisture content 1.0 percent, absorption 0.5 percent Fine...
Concrete is required for an interior building column in Burlington, VT. A specified compressive streng of 4,000 psi is required at 28 days. Information regarding reinforcing steel spacing and sizing willb provided in class. You have contacted the local concrete batch plant and found that they have th following materials ready Coarse Aggregates: 1 inch Nominal Maximum Size; Bulk Specific Gravity (oven-dry) 2.66; Dry- Fine Aggregates: Sand-Bulk Specific Gravity (oven-dry) = 2.64; Fineness Modulus (FM.)s 2.55; Rodded Unit Weight-102.3 lb/ft:...
3. No-fines conerete, made from a uniformly graded coarse aggregate and a cement-water paste, is beneficial in areas prone to excessive rainfall because of its excellent drainage properties. The article "Pavement Thickness for No-Fines Concrete Parking Lots" (J. of Transportation Engr., 1995: 476-484) evaluated the relationship between Y = porosity (%) and X unit weight (lb/ft) in concrete specimens. Summary data resulting from the study is provided below - - = -471.5 lb/ft2-% n 15 =1640.1 lb/ft SK6.1 lb/ft i=1...
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CHAPTER Two 2-3. An undisturbed chunk of soil has a wet weight of 62 lb and a volume of o.s6 ft. When dried out in an oven, the soil weighs S0 Ib. If the specific gravity o solids is found to be 2.64, determine the water con- tent, wet unit weight of soil, dry unit soil. 2-13. The wet unit weight of a soil sample is 18.55...