Q2: Two types of asphalt cement (A and B) have been tested with different temperatures to indicate the kinematic viscosity and the table below presented the results. marks) 1- Draw the viscosity vs temperature chart, 2- Indicate the raixing and compaction temperatures ranges for each type, 3- Which one is more susceptible to temperature change? 130 Temperature, C Kinematic viscosity, centistoke Type A Type B 600 800 140 420 500 150 300 290 160 220 180 Dis als Des 170 110

Q2: Two types of asphalt cement (A and B) have been tested with different temperatures to indicate the kinematic viscosity and the table below presented the results. marks) 1- Draw the viscosity vs temperature chart, 2- Indicate the raixing and compaction temperatures ranges for each type, 3- Which one is more susceptible to temperature change? 130 Temperature, C Kinematic viscosity, centistoke Type A Type B 600 800 140 420 500 150 300 290 160 220 180 Dis als Des 170 110

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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Question

E
Q2: Two types of asphalt cement (A and B) have been tested with different temperatures to
indicate the kinematic viscosity and the table below presented the results.
1- Draw the viscosity vs temperature chart,
2- Indicate the raixing and compaction temperatures ranges for each type,
3- Which one is more susceptible to temperature change?
130
140
Temperature, C
Kinematic viscosity, centistoke
Type A
Type B
600
800
420
500
150
300
290
160
220
180
Dis
170
D857

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