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CE 534 Pavement Engineering – 100+ Midterm Exam Q&A | Soil Stabilization, Compaction, Asphalt & Concrete Design | 2025/2026

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This document presents over 100 verified midterm exam questions and answers for the CE 534 Pavement Engineering course, intended for the 2025/2026 academic year. It is tailored for civil engineering students, particularly those specializing in transportation engineering, geotechnical engineering, or infrastructure design, and is applicable at the undergraduate or graduate level in accredited universities or technical institutions. The content covers comprehensive foundational and applied topics such as: Soil classification and compaction principles, including Proctor tests, optimum moisture content, density-strength relationships, and types of compactors (sheep foot, pad foot, rubber tire) Soil stabilization techniques, involving lime, cement, asphalt, and fly ash—along with pozzolanic reactions, field tests (e.g., pH checks), and mixing protocols Pavement design methods, both empirical (AASHTO 1993) and mechanistic-empirical (ME-PDG), including equations, input/output parameters, reliability factors, and structural number calculations Use of design software such as KENLAYER (multi-layer elastic) and KENSLABS (finite element model), and the evaluation of stresses, strains, and deflections Hot mix asphalt (HMA) and Portland cement concrete pavement (PCCP) design and analysis, with emphasis on fatigue cracking, edge loading, slab curling, temperature steel, and dowel bar alignment Airport pavement design, traffic loading impacts, subgrade reaction modulus, and stabilization strategies for subbase performance All questions include clearly marked correct answers, making this document an excellent exam review tool and a practical reference for exam preparation, concept reinforcement, and applied problem-solving. It is particularly useful for students preparing for midterms, final exams, or engineering licensure exams related to pavement and geotechnical engineering. Keywords: pavement engineering, soil compaction, AASHTO design, ME-PDG, KENLAYER, KENSLABS, asphalt pavement, concrete pavement, Proctor test, CBR, structural number, fatigue cracking, lime stabilization, cement stabilization, pozzolanic reaction, subgrade modulus, drainage design, compactive effort, slipform construction, pavement stress analysis, airport pavement, moisture-density relationship

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CE 534 Midterm Exam 2025/2026 Exam
Questions and Verified Answers |
Already Graded A+



In pavement engineering terminology, the term "course" means:




direction

Layer


all of the above - 🧠 ANSWER ✔✔b.) Layer


Identify key soil properties that may be included in various soil classification

systems.




Particle size

Water affinity

,Expansion and shrinkage


All of the above - 🧠 ANSWER ✔✔All of the above


How does the permeability of a gap-graded soil compares to that of a

dense-graded one?




Gap-graded soil is more permeable than the dense-graded

Gap-graded soil is less permeable than the dense-graded.

Gap-graded soil has the same permeability as the dense-graded - 🧠

ANSWER ✔✔Gap-graded soil is more permeable than the dense-graded


Identify typical soil strength tests that are commonly used in civil

engineering and pavement engineering.




California Bearing Ratio (CBR)

Unconfined/Confined Compressive Strength

Shear Test (Direct and Triaxial)


All of the above - 🧠 ANSWER ✔✔All of the above

,Soil may be viewed as a composite material. That is, soil is a mix of solids,

water, and air.




True


False - 🧠 ANSWER ✔✔True


Some clay soils can hold a large amount of water




True


False - 🧠 ANSWER ✔✔True


The process of absorbing and losing lots of water in high plasticity clays

would cause the following




Expansion

Shrinkage

All of the above


None of the above - 🧠 ANSWER ✔✔All of the above



COPYRIGHT©NINJANERD 2025/2026. YEAR PUBLISHED 2025. COMPANY REGISTRATION NUMBER: 619652435. TERMS OF USE. PRIVACY
STATEMENT. ALL RIGHTS RESERVED
3

, Clay particles are




Spherical

Granular


sheet-like/plate-like - 🧠 ANSWER ✔✔sheet-like/plate-like


Montmorillonite clay (aka: Smectite) is highly expansive because of




very fine particle size (high surface area) to attract lots of water

charge imbalance to attract water

All of the above


None of the above - 🧠 ANSWER ✔✔All of the above


What is another name for mechanical soil stabilization?




Excavation

Compaction

Resurfacing

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