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Design Beton (SNI)

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    KADAR LUMPUR PASIR

     T1 79

     T2 0.3

    kadar 0.37831

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    KADAR AIR AGREGAT HALUS

    A.Berat wadah 130.8

    B.berat wadah + benda uji 2130.8

    C.Berat benda uji (B-A) 2000.0

    C.Berat benda uji kering 1879.0A!A" A#" $.0%

    KADAR AIR AGREGAT KASAR

    A.Berat wadah 1&3

    B.berat wadah + benda uji 2$&3

    C.Berat benda uji (B-A) 2%00

    C.Berat benda uji kering 2&8%

    A!A" A#" 0.$

    berat kering+wadah ha'u 2009.8

    berat kering+wadah kaar 2$28

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    BERAT JENIS AGREGAT HALUS

    A brt ikn* 181.7

    B brt nth knd ,,! %00

    C brt ikn*+air+nth ,,! 987.9

    ! brt ikn* + air $78.1 bert *nt*h kering &9$.2

    aerent ei gra/it 2.$$2

    bu'k kering 2.$09

    bu'k ,,! 2.$29

    ab*rbi 0.7$$

    brt wadah 273.$

    brt wadah+ ssd kering 7$9.8

    BERAT JENIS AGREGAT KASAR

    A Brt ,,! %000

    B brt nth d' air 29%$

    C brt nth krng di udara &%81.7

    aerent ei gra/it 2.818

    bu'k kering 2.2&2

    bu'k ,,! 2.&&$

    ab*rbi 9.130

    brt keranjang &$1

    brt keranjang dlm air  &18

    brt keranjang dlm air+batu 337&

    brt keranjang+batu kering 5042.7

    berat wadah

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    BERAT VOLUME AGREGAT HALUS

    A /*'ue *u'd 10

    B brt *u'd &.$%

    C brt r knd gebur 19.%7

    ! brt ii knd gebur 1.&92 brt r knd adat 20.3%

    brt ii knd adat 1.%7

    rata-rata 1.%31

    BERAT VOLUME AGREGAT KASAR

    A /*'ue *u'd 10B brt *u'd &.$%

    C brt batu knd gebur 20.29

    ! brt ii knd gebur 1.%$&

    brt batu knd adat 21.$7

    brt ii knd adat 1.702

    rata-rata 1.$33

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    ANALISA GRADASI AGREGAT HALUS (PASIR)

    NoBerat Berat Wadah Berat Tertahan Ko!"at

    Wadah & Beda !'# (ra) ( % ) Tertahan

    9.500 542.900 542.900 0.000 0.000 0.0004.800 512.200 512.300 0.100 0.005 0.005

    2.380 493.900 503.500 9.600 0.480 0.485

    1.180 462.400 759.400 297.000 14.859 15.344

    0.590 425.800 974.200 548.400 27.436 42.781

    0.297 393.900 830.000 436.100 21.818 64.599

    0.149 372.900 600.300 227.400 11.377 75.976

    Pan 350.200 830.400 480.200 24.024 100

    umlah 1998.800 100.000 199.190

    #nd Mod!"!*

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    #$ (%)

    Lo"o*

    100.00099.995

    99.515

    84.656

    57.219

    35.401

    24.024

    0.000

    +,--.

    0.000.0000.0000.0000.0000.000

    Batas Gradasi Daerah

    Persen Butir Lolos (%)

    0.000.0000.0000.0000.0000.0000

    10

    20

    30&0

    %0

    $0

    70

    80

    90

    100

    Batas Gradasi Daerah

    Persen Butir Lolos (%)

    &0

    %0

    $0

    70

    80

    90

    100

    Batas Gradasi Daerah

    Persen Butir Lolos (%)

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    0.000.0000.0000.0000.0000.0000

    10

    20

    30

     

    0.000.0000.0000.0000.0000.0000

    10

    20

    30&0

    %0

    $0

    70

    80

    90

    100

    Batas Gradasi Daerah

    Persen Butir Lolos (%)

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    **r batas bawah batas atas hai'

    arungan   !aerah n" 1 ana'ia

    0.000   100 100 100.000

    0.000   90 100 99.99%

    0.000   69 90 99.%1%0.000   30 70 8&.$%$

    0.000   15 34 %7.219

    0.000   5 20 3%.&01

    0.000   0 10 2&.02&

    0.000   0 0 0.000

    **r batas bawah batas atas hai'

    arungan   !aerah n" 2 ana'ia

    0.000   100 100 100.000

    0.000   90 100 99.99%

    0.000   75 100 99.%1%

    0.000   55 90 8&.$%$

    0.000   35 59 %7.219

    0.000   8 30 3%.&010.000   0 10 2&.02&

    0.000   0 0 0.000

    **r batas bawah batas atas hai'arungan   !aerah n" 3 ana'ia

    0.000   100 100 100.000

    0.000   90 100 99.99%

    0.000   85 100 99.%1%

    0.000   75 100 8&.$%$

    0.000   60 70 %7.219

    0.000   12 40 3%.&01

    0.0000.0000

     

    0.0000.000

      I

    II

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    0.000   0 10 2&.02&

    0.000   0 0 0.000

    **r batas bawah batas atas hai'

    arungan   !aerah n" 4 ana'ia

    0.000   100 100 100.000

    0.000   95 100 99.99%

    0.000   96 100 99.%1%

    0.000   90 100 8&.$%$

    0.000   80 100 %7.219

    0.000   15 50 3%.&010.000   0 15 2&.02&

    0.000   0 0 0.000

    0.0000.000

    0.0000.000

      V

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    ANALISA GRADASI AGREGAT KASAR ( BATU) Ma/

    NoBerat Berat Wadah Berat Tertahan Ko

    Wadah & Beda !'# (ra) ( % ) Tertahan

    37.5 541.2 541.2 0.000 0.000 0.000

    25.4 495.800 495.800 0.000 0.000 0.00019.1 502.900 555.000 52.100 2.084 2.084

    9.5 516.500 2073.300 1556.800 62.279 64.364

    4.8 512.500 1209.200 696.700 27.871 92.235

    Pan 350.200 544.300 194.100 7.765 100

    umlah 2499.7 100 258.683

    #nd Mod!"!*

    19.1009.%00&.8004an

    0

    10

    20

    30

    &0

    %0

    $0

    70

    80

    90

    100

    Persen Butir Lolos (%)

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    0 MM

    !"at#$ (%)

    Lo"o*

    100

    100.00097.916

    35.636 * bata bata

    7.765 #aringan bawah atas

    0.000 37.500 100 100

    19.100 95 100

    .,123   9.500 30 60

    4.800 0 10

    Pan 0 0

    37.%00

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    hai'

    analisa

    100

    97.91$

    3%.$3$

    7.7$%

    0.000

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    * 5raian Tabe'6rak64erhitungan

    1 uat Tekan ang !iaratkan ( ) !itetakan

    2 !e/iai ,tandar ( , ) !iketahui6!ata

    3 i'ai Tabah ( :argin ) 4erhitungan 1;$& < ,

    & " 4erhitungan 1;$& < , +

    % =eni ,een !itetakan

    $ =eni Aggregate - aar !itetakan

    - >a'u !itetakan

    7 akt*r Air ,een Beba rak 1

    8 akt*r Air ,een :akiu

    9 ,'u !itetakan

    10 5kuran Aggregate :akiu !itetakan

    11 adar Air Beba Tabe' 3

    12 =u'ah ,een

    13 adar ,een :akiu

    1& adar ,een :iniu

    1% akt*r Air ang !ieuaikan

    1$ ,uunan bear butir Aggregate >a'u rak 3-$

    18 4eren Aggrgate >a'u rak 10-12

    19 Berat =eni re'ati?; Aggregate ( ering 4erukaan )

    20 Berat #i bet*n rak 1$

    21 Aggregate abungan 20-12-11

    22 Aggregate >a'u 18 X 21

    23 Aggregate aar 21 - 22

    2& Aggregate >a'u k*reki 22+(A-B)22

    2% Aggregate aar k*reki 2!+("-D)2!

    2$ Air k*reki 1#-((A-B)22)+(("-D)2!)

    *te@ adar air Agregat >a'u (A)

     4eneraan air agregat ha'u (

    adar air agregat kaar gabung

    4eneraan air agregat kaar(!

    ( 18 2.$29 )+ ((1-18)2.&&$))

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    i'ai eterangan

    2%

    3 4B# 71

    &.92

    29.92

    Batu 4eah

    A'ai

    0.%1 Abi' i'ai Terendah Antara

    0.%2 *.7 dan *.8

    10

    20

    170

    333

    32% Abaikan

    170

    *.2

    3% grak 11

    2.%1

    232%

    1822

    $38

    118&

    $38

    118&

    170

    )

    an (C)

    )


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