CE 251 Lecture 4A

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    1

    Dr Rajib ChowdhuryDepartment of Civil Engineering

    IIT Roorkee

    Module CE-251

    Building Materials,Construction and Estimation

    Lecture 4: Aggregates

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    CE-251 - 2Lecture 4

    Aggregate Sources

    !

    Natural:

    " natural sand & gravel pits, river rock

    " quarries (crushed)

    ! Manufactured & recycled materials:

    "

    steel mill slag

    " steel slugs

    " expanded shale

    " styrofoam

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    CE-251 - 3Lecture 4

    Geological Classifications

    ! Igneous

    !

    Sedimentary

    !

    Metamorphic

    #

    All three classes of rock are used successfully in CE applications.

    # Check physical, chemical, and mechanical properties, supplemented bymineralogical examination.

    # Historical performance in a similar design.

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    CE-251 - 4Lecture 4

    Aggregate Uses

    "

    Under foundations and pavements" Stability

    " Drainage

    " As fillers

    " Portland Cement Concrete

    60-75% of volume

    80-85% of weight

    " Hot Mix Asphalt

    80%-90% of volume

    90-96% of weight

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    CE-251 - 5Lecture 4

    Aggregate Sizes

    ! Coarse aggregate material

    retained on a sieve with 4.75mm openings

    ! Fine aggregate materialpassing a sieve with 4.75mm openings

    ! Traditional

    "

    Maximum aggregate size thelargest sieve size that allows allthe aggregates to pass

    " Nominal maximum aggregatesize the first sieve to retainsome aggregate, generally less

    than 10%! Superpave

    " Maximum aggregate size one

    sieve size larger than the nominalmaximum aggregate size

    " Nominal maximum aggregate

    size one sieve larger that thefirst sieve to retain more than10% of the aggregate

    4.75mm

    #4 sieve =`four openings/

    linear inch

    1

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    CE-251 - 6Lecture 4

    Aggregate Gradation

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    Semi-Log graph

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    CE-251 - 8Lecture 4

    Sample Problem

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    Solution

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    0.45 Power Graph

    Sieve Size

    PercentPassing

    0

    100

    Straight line identifies maximumdensity aggregate blend

    But a special scale is needed for the sizeaxis

    Pi =100

    di

    D

    !"#

    $%&n

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    CE-251 - 11Lecture 4

    0.45 Power Grading Chart

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    CE-251 - 12Lecture 4

    0.45 Power Grading Chart

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    CE-251 - 13Lecture 4

    Types of Gradation

    Maximum Density Gradation: 0.45 Power Chart

    High density gradation (Well Graded)

    " has a good mix of all particle sizes which means the

    aggregates use most of the volume and less cement or

    asphalt is needed

    One-size gradation (Uniform)

    " all same size = nearly vertical curve

    Gap-graded

    " missing some sizes = nearly horizontal section of curve

    Open-Graded"

    missing small aggregates which fill in holes between larger

    ones

    " lower part of curve is skewed toward large sizes

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    CE-251 - 14Lecture 4

    Effect of Amount of Fines on the Relative Propertiesof Aggregate Base Material

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    Aggregate Mining

    Quarry

    Sand from river deposit