Question 30According to ASTM C33 Standard Specification for concrete Aggregates, what is the maximum size aggregate?% Retained bySieve Sizemass# 495-100# 3/870-90#3/430-651.5"0-52"O Sieve 2"O Sieve #4O Sieve 1.5"O Sieve 3/8"

According to ASTM C33 : The maximum size is defined as , in sieve analysis , for which the 100% pass…

Answered: According to ASTM C33 Standard…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Similar questions

determination of moisture content and surface moisture of aggregates is a method to determine wether the material is good or not, what is the essence of this methods in construction? Explain.
what is the aci design mix or proportioning of standard compressive ddesign strength values (without ad mixture or other supplementaries) of cement, water, ad aggregates and fine aggregates ratio for 3000 psi, 4000 psi and 5000 psi. please help me and if you searched for it pls inlcude the links here i want to read it
Aggregate Homework --No. (2) Q1: A/ Explain the concrete failures and which type is the common for concrete in Iraq? B/ Define A.C.V and list Aggregate shape? C/What is the effect of chloride in aggregate? Q2: Example: compare this sample of fine aggregate with Iraqi and ASTM specification in grading. Sieve 9.5 4.75 2.36 1.18 0.6 0.3 0.15 Pan Size (mm) Returned 45 152 96 88 53 32 20 Weight (gm) Q3: Define the fallowing 1- Aggregate absorption 2- Angularity number 3- Mortar-bar Q4: why the use of larger aggregate size don't contribute to higher strength? Q5: For a sample of coarse aggregate the saturated surface dry weight (2000gm) its dry weight (1982 gm) and its immersed weight (1238 gm) find: -The apparent specific gravity. - The absorption Q6: what the determination of the max. aggregate size depend on ? Q7: give the relation between the fallowing 1- Surface roughness of aggregate and workability 2- Strength of concrete and surface roughness of aggregate Q8: compare between Rounded…
Elaborate/explain the scope and significance use in ASTM c70 - standard test method for surface moisture in fine aggregates
Given the data below: Mass of the Container - 275 grams Mass of the Oven-dried Aggregate + Container - 3145.2 grams Mass of the SSD Aggregate - 3211.2 grams Apparent mass of the Aggregate - 1935.5 grams Compute for the Bulk Specific Gravity of Aggregate in OD condition. a 2.25 b 2.47 c 2.53 d 2.60
What is the relationship of rodded bulk density to percentage voids in aggregates? What is the purpose of this two? How can this two affect the concrete
Q3) describe the sieve analysis of aggregates with all details?
Q1 What moisture condition should the coarse and fine aggregate be in when mixing the concrete? A Unknown B Saturated C Oven Dry D Air Dried E SSD Q2 What restriction is placed on the size of a sample of a concrete batch? A 30 L B 15 L C 20 L D 10 L E 5 L
Based on the ASTM C33 standard for fine aggregate for Portland cement, what is the minimum percentage of aggregates that must pass the number 30 sieve in order to meet the ASTM standard?
How to place the aggregate sample in the sieves before sieving and how to weigh aggregate retained in sieves ?
what is the effect of bulk specific gravity, bulk specific gravity (SSD), apparent specific gravity, and percent absorption to concrete mix? what is the range of these four to fine aggregates and coarse aggregate. If the result of these four is low or high, what is your recommendation?
Q3: Discuss importance of sieve analysis test conducted on both fine and coarse aggregateQ4: Concrete cylinder placed in universal testing is subject to axial compressive load. Concretecylinder crushed at a load of 85 kilo pounds, calculate compressive strength of concrete. (Concretecylinder has 6 inches diameter and 12 inches height)

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