solve question 3 please

Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter8: Intersection Control
Section: Chapter Questions
Problem 8P
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solve question 3 please
Q1) A rural 4-lane highway is to be built between two towns. Select the binder performance grade
to meet the Superpave criteria for a reliability level of 98%, given the following information about
the project:
Latitude = 46.77
Tair (max) (Seven-day average high air temperature) = 33.1 °C
Standard deviation of the seven-day high air temperature = 1.8 °C
Tair(min) (1-day minimum air temperature) = -21.3 °C
Standard deviation of the 1-day minimum air temperature = 3.3 °C
Q2) The following results were obtained from testing a certain asphalt binder:
Original
Asphalt
RTFO aged PAV
aged
| asphalt
asphalt
DSR
G' (kPa)
| 8 (*)
BBR
S@ 60-sec (MPa)
0.98
2.1
6000
75
70
60
300
450
650
m @ 60-sec
0.6
0.5
0.4
DTT
Failure Strain (%) | 2.5 %
2 %
1.2%
Determine if the asphalt meets the Superpave specification requirements to resist the following
distresses:
(a) Rutting
(b) Fatigue cracking
(c) Low temperature cracking
Q3) You are required to determine if a certain asphalt can be graded as PG 58 - 28. What aging
1
equipment and testing temperatures should use for the following tests? Explain the rational behind
selecting the above testing temperatures.
a) Dynamic Shear Rheometer for rutting analysis.
b) Dynamic Shear Rheometer for fatigue cracking analysis.
c) Bending Beam Rheometer for low temperature cracking analysis.
d) Direct Tension Tester for low temperature cracking analysis.
Transcribed Image Text:Q1) A rural 4-lane highway is to be built between two towns. Select the binder performance grade to meet the Superpave criteria for a reliability level of 98%, given the following information about the project: Latitude = 46.77 Tair (max) (Seven-day average high air temperature) = 33.1 °C Standard deviation of the seven-day high air temperature = 1.8 °C Tair(min) (1-day minimum air temperature) = -21.3 °C Standard deviation of the 1-day minimum air temperature = 3.3 °C Q2) The following results were obtained from testing a certain asphalt binder: Original Asphalt RTFO aged PAV aged | asphalt asphalt DSR G' (kPa) | 8 (*) BBR S@ 60-sec (MPa) 0.98 2.1 6000 75 70 60 300 450 650 m @ 60-sec 0.6 0.5 0.4 DTT Failure Strain (%) | 2.5 % 2 % 1.2% Determine if the asphalt meets the Superpave specification requirements to resist the following distresses: (a) Rutting (b) Fatigue cracking (c) Low temperature cracking Q3) You are required to determine if a certain asphalt can be graded as PG 58 - 28. What aging 1 equipment and testing temperatures should use for the following tests? Explain the rational behind selecting the above testing temperatures. a) Dynamic Shear Rheometer for rutting analysis. b) Dynamic Shear Rheometer for fatigue cracking analysis. c) Bending Beam Rheometer for low temperature cracking analysis. d) Direct Tension Tester for low temperature cracking analysis.
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ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning