Calculate the amount of water required for normal consistency to the nearest 10 percent and report it to the nearest 50 percent of the weight of dry cement. For determination of normal consistency use the following data: Water Content Penetration 15% 2 mm 25% 5 mm 35% 8 mm 45% 13 mm 55% 20 mm
Calculate the amount of water required for normal consistency to the nearest 10 percent and report it to the nearest 50 percent of the weight of dry cement. For determination of normal consistency use the following data: Water Content Penetration 15% 2 mm 25% 5 mm 35% 8 mm 45% 13 mm 55% 20 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Calculate the amount of water required for normal consistency to the nearest 10 percent and report it to the nearest 50 percent of the weight of dry cement.
For determination of normal consistency use the following data:
Water Content Penetration
15% 2 mm
25% 5 mm
35% 8 mm
45% 13 mm
55% 20 mm

Transcribed Image Text:Determination of Normal Consistency of Hydraulic Cement
Testing Procedure
1. Mixed a 650 grams of cement with a measured quantity of clean water following the
procedure of mixing of hydraulic cement pastes and mortars of plastic consistency, as
follows:
a. Place all mixing water in the bowl.
b. Add cement to the water and allow 30 seconds for the absorption of the water.
c. Start mixer and mix at slow speed (140 =5 rpm) for 30 seconds.
d. Stop the mixer for 15 seconds and during this time scrape down into the batch any paste
that may have collected on the sides of the bowl.
e. Start the mixer at medium speed (285 =10 rpm) and mix for 1 minute.
2. Quickly form the cement paste into a ball and toss six times from one hand to the other
maintaining the distance between the hands about 150 mm apart.
3. Press the ball into the larger end of the conical ring, filling the ring with paste completely.
Remove the excess at the larger end by a single movement of the palm of the hand.
4. Place the ring on the base plate resting on larger end. Slice off the excess paste at the smaller
end by a single oblique stroke of a sharp-edge trowel. Take care not to compress the paste
during the cutting or smoothing excess paste.
5. Set the moving indicator to the upper zero back of the scale, or take an initial reading and
release the rod immediately which must not exceed 30 seconds after completion of mixing.
The apparatus shall be free of vibration during the test. The paste shall be of normal
consistency when the rod settles to a point 10 = 1 mm below the original surface in 30
seconds after being release.
Calculation
Calculate the amount of water required for normal consistency to the nearest 10 percent and
report it to the nearest 50 percent of the weight of dry cement.
Weight of water required (grams)
Weight of cement sample (650 grams)
(100%)
N.C =
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!
Trending now
This is a popular solution!
Step by step
Solved in 4 steps with 2 images

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.Recommended textbooks for you


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


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