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CE 382 Exam 1 – Asphalt – civil engineering exam review & pavement materials assessment

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This document is the CE 382 Exam 1 focused on asphalt and pavement engineering concepts. It covers fundamental topics such as asphalt composition, material properties, mix design, compaction, and performance behavior in roadway systems. The material is designed to support exam preparation by reinforcing core principles of asphalt technology and its application in civil and transportation engineering.

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Institution
NECEPT Asphalt
Course
NECEPT Asphalt

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Terms in this set (78)



Naturally occurring asphalt is found in geologic strata and can be soft and hard material




Petroleum asphalt is obtained by refining crudes




Cutback asphalt is obtained through liquefying asphalt cement with a solvent (binder)
Grade is based on minimum kinematic viscosity at 60C

, Ductility is a consistency test to measure asphalt cements ability to undergo deformation without breaking




Flash point test is a volatility test to measure the maximum temperature to which an asphalt binder can be heated
without burning



Limestone, sandstone and shale are ________ Sedimentary
aggregates



Basalt and granite are _______ aggregates Igneous




According to the superpave method of mix design, the 4
sieve number for defining the coarse and fine aggregates
is #


Blasting large rock ledges is required for the excavations Crushed
of ______ aggregates/sands



When stockpiling, dropping the aggregates from long Segregation
distances can cause _____



The _____ test is used to grade the low temperature of BBR (Bending Beam Rheometer)
an asphalt binder



If creep stiffness fails and the m-value is still above 0.3, it DTT (Direct Tension Tester)
is recommended to test the low temperature
performance of an asphalt binder using a ____


The High temperature grade of an asphalt binder is DSR (Dynamic Shear Rheometer)
graded using a



The G* divided by sine() factor is representative of Rutting Behavior
the______



The G* multiplied by sine() factore is reoresentact of the Fatigue Performance
_____ of an asphalt binder



The ______ cracking is a pavement distress type that Fatigue Cracking
occurs when the thermal stresses exceed the ability of
asphalt mixture to relive stress through deformation


Aging occurs when asphalt binder reacts with oxygen




Short term aging is due to the volatilization of specific components during the production and
construction of HMA



The superpave software calculates the high temperature for a depth 20 mm below the surface of the mixture




The superpave software calculates the low temperature at the surface of the mixture

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Institution
NECEPT Asphalt
Course
NECEPT Asphalt

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Uploaded on
May 23, 2026
Number of pages
6
Written in
2025/2026
Type
Exam (elaborations)
Contains
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