practical application of pervious concrete - mix designs that are workable

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  • 8/12/2019 Practical Application of Pervious Concrete - Mix Designs That Are Workable

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    AximItalcementi

    Group

    Pervious Concrete

    Practical Application of PerviousConcrete: Mix Designs that are

    workable

    NRMCA ConferenceRick Blackburn, May, 06

    AximItalcementi Group

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    What is Pervious ConcreteIt is a free drainage

    concrete with little or nosand:

    Designed for zero slump

    Has air void system of 13-30%

    Can drain up to 3 gallonof water/hour

    Used in Florida for pasttwo decades

    Definition

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    Why use Pervious?

    EPA / LEED legislation Helps storm water systems by slowing

    water during rain and melt times

    Recharges local aquifers

    Helps improve ground water in local area

    Goals

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    How is it designed?

    Mix Design

    ACI design guide 211, Appendix 6

    - Porosity calculation method related tocomponents properties

    - Porosity to strength correlation

    - Paste to porosity correlation (compaction

    dependent)

    - Sand addition

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    Usual Mix Design:

    HRWR, Retarder, VMAAdmixture

    0.27 to 0.38Water / Cement Ratio

    2400 - 2800 lbs.(1431-1670kg)Coarse Aggregate

    375 - 650 lbs.(224 388 kg)Cement (Any Type)

    Mix Design

    How is it designed?

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    RecommendationsUse quality clean aggregates, testsperformed with dirty stones are poor

    Moisture Content and absorption of coarse

    aggregate is crucial

    Sand addition sometime act reversely,increasing porosity instead of reducing it

    Increased cement content makes mix less

    workable, promotes meat balls and makes

    the mix stick in drums

    Mix Design

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    Water Cement Ratio should remain as low as

    possible, use higher ratio only if concrete islightly compacted

    Mixing time should be 5 minutes in yard or

    longer, to allow aggregate coating After batching pervious should look glossy and

    should hold together in hand with simple

    gripping

    Mix Design

    Recommendations

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    Mixing Procedure No ACI 211 recommendations

    Our experience:

    Water, admixtures and aggregates

    (Duraflux line, 2000 Ni, Stop Set L) Mix for 1 minute

    Add cement

    Mix drum for 100 revolutions beforeleaving plant (~ 2 minutes wet batch)

    Application

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    Placement Working time depends on admixtures mix

    design (Stop set L)

    Material once truck arrives cannot be

    dosed with more HRWR or water, will

    cause paste separation and plug thepervious bottom

    Keep surface from drying out (sensitive)

    Compaction, Compaction, Compaction

    Application

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    Placement Notes

    Pre Placement- Base should be compacted stone 6

    - Lifts designed for no greater than 6

    or do multiple lifts

    - If only one lift, make sure lift allows

    for compaction of pervious

    Placement

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    Durability of pervious If pervious was placed and compacted

    properly the material will allow water todrain away

    With little or no water, freeze thaw is

    minimum Loading areas with heavy trucks still not

    advised

    Properties

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    Strength of the Mix

    Since this is pavement, flexural strengths

    is recommended

    Once paste is hardened, durability of

    aggregate influences final strength Proper compaction improves strength

    Properties

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    Calculated for 20 % voids

    Actual porosity is higher

    Allows for optimum drainage

    Still have good strength

    Porosity of Pervious

    Properties

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    Mix Designs Used

    332VMA

    335Stop Set L

    462548600Cement

    Mix 3Mix 2Mix 1

    7.157.0013.00Setting time

    345Duraflux 33

    0.350.350.3W/C Ratio

    2580258025803/8 Limestone

    Case Study

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    Flexural Strength ResultsMix 3Mix 2Mix 1

    513 psi641 psi735 psiFlexural Strength

    462 lbs.548 lbs.600 lbs.Cement Content

    Slow set time helped mix one

    All three mixes tacky

    Strength of mix two was acceptable forpavement usage

    Case Study

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    Improper Compaction Old concrete

    techniques used Small lawn roller only

    compaction

    Single lift is over 6inches

    Mix not level with

    concrete drive area

    Placement

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    Common Compaction Vibration skree

    used for compaction

    Lawn roller filled with

    fluid

    Extra material worked

    into surface

    Placement

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    Good Compaction Weighted hydraulic

    roller Secondary weighted

    roller

    Manual compactionaround Edges

    Tool joints every 20

    Placement

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    Conclusions

    Follow ACI 211 formula Try to purchase clean aggregates

    Keep accurate moisture log on aggregate

    No addition of any admix or water once

    truck leaves yard

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    Conclusions contd.

    600 psi flexural is attained

    Surface is durable

    With proper monitoring, pervious concrete

    is a quality ready mix product that can beproduced by any supplier