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        1633413955(1)


        Report No.: DC12FCS11700142       Fujian Testing Center of Construction Engineering Quality Co., Ltd.     Page 2 of 3

        (Attached page 1)

        Test Results of Crushed Stone for Normal Concrete

        Test Item

        Technical Requirements

        Test Result

        Silt content (%)

        Concrete strength grade

        ≥C60

        ≤0.5

        0.4

        C55~C30 or concrete featured with anti-freezing, anti-permeability or   other special requirements

        ≤1.0

        ≤C25

        ≤2.0

        Clay lump content (%)

        Concrete strength grade

        ≥C60

        ≤0.2

        0.1

        C55~C30 or concrete C30 and featured with   anti-freezing, anti-permeability or other special requirements

        ≤0.5

        ≤C25

        ≤0.7

        Total content of acicular, flaky particles (%)

        Concrete strength grade

        ≥C60

        ≤8

        3

        C55~C30

        ≤15

        ≤C25

        ≤25

        Crushing value index (%)

        Type of rock

        Concrete strength grade

        Crushing value index

        7.7

        Crushed rock

        Sedimentary rock

        C60~C40

        ≤10

        ≤C35

        ≤16

        Metamorphic rock or plutonic igneous rock

        C60~C40

        ≤12

        ≤C35

        ≤20

        Extrusive igneous rock

        C60~C40

        ≤13

        ≤C35

        ≤30

        Pebble

        C60~C40

        ≤12

        ≤C35

        ≤16

        Organic content

        The color shall not darker than the standard. If it do, the substance   should be process as concrete for strength contrast test with a compressive   strength ratio not smaller than 0.95.

        Qualified

        Rigidity

        Mass loss rate (%)

        Applicable to concrete used outside at severe cold or cold areas or   usually at a wet state or an alternate wetting or drying state; concrete with   corrosive medium function or usually at areas of water level change under the   ground or with requirements for anti-fatigue, wear-resistance or   shock-resistance.

        ≤8

        2

        Applicable to concrete used for other conditions.

        ≤12

        Rock strength (MPa)

        Should be at least 20% higher than processed concrete in strength.

        130

        Content of sulfide and sulfate (%)

        ≤1.0

        0.12

        Apparent density (kg/m3)

        --

        2670

        Bulk density (kg/m3)

        --

        1520

        Tight density (kg/m3)

        --

        1580

        Porosity (%)

        Loose

        --

        43

        Tight

        --

        41

        Water absorption (%)

        --

        0.86

        Moisture content (%)

        --

        0.9

        Chloridion (%)

        --

        0.001

        Alkali content (%)

        --

        5.12

        Radioactivity

        Internal exposure index Ira

        ≤1.0

        0.3

        External exposure index Ir

        ≤1.0

        0.5

        Grain Composition

        Nominal size (mm)

        80

        63

        50

        40

        31.5

        25.0

        20.0

        16.0

        10.0

        5.00

        2.50

        (5~20) mm grain composition range accumulated screening (%)

        -

        -

        -

        -

        -

        0

        0~10

        -

        40~80

        90~100

        95~100

        Actual accumulated screening (%)

        /

        /

        /

        /

        /

        0

        4

        26

        66

        94

        99

        Screening conclusion

        The grain composition of the sample is in conformity with (5~20) mm   continuous composition range.

        Remarks

        /





















        PJTCC-BG (FC)-131/1   FC2017-069414


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