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Construction Materials Midterm 1 Questions with Verified Answers

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HMA - ANSWERSHot Mix Asphalt subgrade - ANSWERSThe soil prepared to support a pavement structure. It is the foundation of the pavement structure. subbase - ANSWERS(optional) layer below the base course. base course - ANSWERSThe layer of material immediately beneath the surface or intermediate course. It may be composed of crushed stone, crushed slag, crushed or uncrushed gravel and sand, or of a stabilized material that uses asphalt or cement with aggregate. surface course - ANSWERSThe top or wearing layer of the asphalt pavement. pavement structure - ANSWERSA pavement, including all of its courses of asphalt-aggregate mixtures, or a combination of asphalt courses and untreated aggregate courses, placed above the subgrade. dense graded mixture - ANSWERSA pavement surface course that has an aggregate particle size distribution such that when it is compacted, the resulting voids between the aggregate particles, expressed as a percentage of the total space occupied by the material, is relatively small. open graded mixture - ANSWERSA pavement surface course that consists of a high-void, asphalt plant mix that permits rapid drainage of rainwater through the course and out the shoulder. The mixture is characterized by a large percentage of one-sized course aggregate. sources of asphalt - ANSWERS-natural asphalt deposits -petroleum asphalts asphalt cements - ANSWERS-refinery produced material -air blown asphalt cements cutbacks - ANSWERS-asphalt cements cut with petroleum solvents emulsions - ANSWERS-mixture of asphalt cement, water, and emulsifying agent Source Aggregate Properties - ANSWERStoughness, soundness, deleterious material consensus aggregate properties - ANSWERScourse aggregate angularity, fine aggregate angularity, flat/elongated materials, clay content Mixture properties (we want) - ANSWERSStability Durability Impermeability Workability Flexibility Fatigue resistance Skid resistance Mixture properties (we dont want) - ANSWERSRutting or shoving Cracking or raveling Permeable pavements Difficulty in handling Too much rigidity Fatigue cracking Slick pavement surface disintegration - ANSWERSraveling and reduced skid resistance load related cracks - ANSWERS-inadequate tensile or shear strength -weak supporting layers -high wheel loads/tire pressures rutting - ANSWERSlongitudinal surface depression in the wheel path plastic movement - ANSWERSdepression in the wheel path with humps in either side consolidation/densification - ANSWERSdepression in the wheel path without any humps mechanical deformation - ANSWERSsubsidence or densification in the unbound base or subgrade and accompanied by a cracking pattern bleeding/flushing - ANSWERSextrusion of asphalt cement at the pavement structure -excessive amounts of asphalt -low air voids or low viscosity asphalt for climate -moisture damage/stripping raveling - ANSWERSremoval of hma surface by dislodging of aggregates -inadequate density -low asphalt cement content -dirty aggregate Adhesion between the asphalt and aggregate -high air void content -asphalt film thickness -asphalt cleanliness

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Construction Materials Midterm 1
Questions with Verified Answers
HMA - ANSWERSHot Mix Asphalt

subgrade - ANSWERSThe soil prepared to support a pavement structure. It is the
foundation of the pavement structure.

subbase - ANSWERS(optional) layer below the base course.

base course - ANSWERSThe layer of material immediately beneath the surface or
intermediate course. It may be composed of crushed stone, crushed slag, crushed or
uncrushed gravel and sand, or of a stabilized material that uses asphalt or cement with
aggregate.

surface course - ANSWERSThe top or wearing layer of the asphalt pavement.

pavement structure - ANSWERSA pavement, including all of its courses of asphalt-
aggregate mixtures, or a combination of asphalt courses and untreated aggregate
courses, placed above the subgrade.

dense graded mixture - ANSWERSA pavement surface course that has an aggregate
particle size distribution such that when it is compacted, the resulting voids between the
aggregate particles, expressed as a percentage of the total space occupied by the
material, is relatively small.

open graded mixture - ANSWERSA pavement surface course that consists of a high-
void, asphalt plant mix that permits rapid drainage of rainwater through the course and
out the shoulder. The mixture is characterized by a large percentage of one-sized
course aggregate.

sources of asphalt - ANSWERS-natural asphalt deposits
-petroleum asphalts

asphalt cements - ANSWERS-refinery produced material
-air blown asphalt cements

cutbacks - ANSWERS-asphalt cements cut with petroleum solvents

emulsions - ANSWERS-mixture of asphalt cement, water, and emulsifying agent

Source Aggregate Properties - ANSWERStoughness, soundness, deleterious material

, consensus aggregate properties - ANSWERScourse aggregate angularity, fine
aggregate angularity, flat/elongated materials, clay content

Mixture properties (we want) - ANSWERSStability
Durability
Impermeability
Workability
Flexibility
Fatigue resistance
Skid resistance

Mixture properties (we dont want) - ANSWERSRutting or shoving
Cracking or raveling
Permeable pavements
Difficulty in handling
Too much rigidity
Fatigue cracking
Slick pavement surface

disintegration - ANSWERSraveling and reduced skid resistance

load related cracks - ANSWERS-inadequate tensile or shear strength
-weak supporting layers
-high wheel loads/tire pressures

rutting - ANSWERSlongitudinal surface depression in the wheel path

plastic movement - ANSWERSdepression in the wheel path with humps in either side

consolidation/densification - ANSWERSdepression in the wheel path without any humps

mechanical deformation - ANSWERSsubsidence or densification in the unbound base
or subgrade and accompanied by a cracking pattern

bleeding/flushing - ANSWERSextrusion of asphalt cement at the pavement structure
-excessive amounts of asphalt
-low air voids or low viscosity asphalt for climate
-moisture damage/stripping

raveling - ANSWERSremoval of hma surface by dislodging of aggregates
-inadequate density
-low asphalt cement content
-dirty aggregate
Adhesion between the asphalt and aggregate
-high air void content
-asphalt film thickness

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