ACI Density Test: ASTM C138 Density (Unit Weight) 2019

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  • Опубликовано: 23 май 2019
  • Density (Unit Weight)
    ACI Technician Workbook CP-1
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    * Density *
    To figure out the density, you are filling up a container with concrete. This container must have a known volume (4), minimum .20 cubic feet. First weigh the empty container (1) and record that value to the nearest tenth (.1) of a pound. After performing the proper procedures for filling the container (i.e. filling it in three lifts, mallet blows, rodding, striking off with strike-off plate), follow these steps:
    * Density Calculation Steps *
    Weigh the container with the concrete (2) - record value to nearest tenth of a pound
    Subtract the empty container weight from the full container weight (2) - (1) = weight of concrete (3)
    Divide the weight of concrete by the known volume (3) / (4) = density, or fresh unit weight
    There’s a few unique procedures listed in the ASTM C138 to remember:
    * Slump *
    If less than 1": Must use vibrator capable of at least 9,000 vibrations per minute
    If between 1" and 3": use vibrator or tamping rod
    If greater than 3" = Can’t use vibrator, only use tamping rod
    If using vibrator, fill and vibrate measure in two equal layers, not three
    Insert vibrator at three different points for each layer approx. 3 inches into the underlying layer
    Mallet mass must be 1.25 +- .5 lb for containers .5 cu.ft. or smaller
    Mallet mass 2.25 +- .5 lb for containers larger than .5 cu.ft.
    Use strike-off plate, not bar
    Metal strike-off plate dimensions - 1/4" thick
    Glass or acrylic plate dimensions - 1/2" thick
    * Yield *
    Yield is used to determine if the concrete supplier has delivered the amount of concrete ordered.
    For example, if the contractor orders 7 yards and the concrete pour comes short of filling the structure, a yield test can be performed to determine if 7 yards were actually delivered. To calculate yield, follow these simple steps. Note that you must calculate density prior to calculating yield.
    You will take the total mass of all materials batched (aggregate, water, cement-this figure will be given to you on the test) to begin. The total mass of the materials is the total weight.
    a. The yield per batch cu.ft.Total weight / fresh unit weight = yield per batch in feet
    b. The yield per batch in cu.yds.Total weight / (fresh unit weight x 27) = yield per batch in yards
    c. The yield in cu.m.Yield per batch in cu.yards x .764 = yield in cu.meters (1 cu. yd. = .764 cu. meters. This will not be on the test.)
    d. The yield per cubic yard in cu.ft./cu.yd.Yield per batch [result from (a)] / cu.yds delivered = yield per cu.yd. in cu.ft./cu.yd.
    RELATIVE YIELD is the ratio of the actual volume of concrete obtained to the volume as designed for the batch. It is understood as a 1:1 ratio. If the relative yield calculates out to 1.00 or greater, then the yards delivered is equal to or greater than what was ordered. If it calculates to less than 1.00, then the yards delivered is less than what was ordered.
    RELATIVE YIELD = yield per batch in yards (b) / cu. yds. delivered
    * Air Content Calculation *
    Air content can be calculated in the event that your air meter does not work properly. In order to calculate this, you must have the theoretical density. This information can be obtained from the concrete supplier, who has this information on the mix design for the mix you are working with. Again, you will need your results from the fresh unit weight.
    THEORETICAL DENSITY = actual density (fresh unit weight) / theoretical x 100 = calculated air content
    Since the theoretical density from the lab has no air, you are comparing that laboratory weight to the fresh weight which contains air. The air in the fresh weight sample makes it lighter than the theoretical.
    The formula above allows you to subtract the fresh from the theoretical and come up with a calculated percentage of air content without performing an actual test. For the ACI test, all that is necessary is to be able to recognize the order of the formula written above.
    ------------------------------------------------------------------
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Комментарии • 30

  • @underthenorthernstar
    @underthenorthernstar Год назад +13

    I’m ACI certified for field tech grade 1 but I still come back to these videos because they’re so well made. Good work

  • @AlexRodriguez-lk1jy
    @AlexRodriguez-lk1jy 4 года назад +1

    sweet, thanks

  • @jesusglopez8430
    @jesusglopez8430 Год назад +1

    Thanks for sharing.

  • @HectorLopez_
    @HectorLopez_ 4 года назад +2

    NICE SKECHERS

  • @user-vu8jo8tt1t
    @user-vu8jo8tt1t Год назад

    「あなたの動画はとても良いですし、メッセージがた

  • @juliusclarkparana7654
    @juliusclarkparana7654 2 года назад +3

    32.865÷0.2504=131.25

  • @aletapearce2369
    @aletapearce2369 Год назад

    no gloves?

  • @andrewharwood7033
    @andrewharwood7033 Год назад

    We do that so different in Australia.

  • @kromekicks
    @kromekicks 4 года назад +2

    Is the required frequency of this test daily or weekly per mix design?

    • @Chibi_Sentai
      @Chibi_Sentai 4 года назад +5

      kromekicks depends on the job and what engineers want you to do

    • @Greyskullill
      @Greyskullill Год назад

      Some projects it's daily, fdot it's a must..some commercial projects also

  • @cix3772
    @cix3772 Год назад

    How did you get the mold volume

    • @nothingtoseehere3839
      @nothingtoseehere3839 Год назад +3

      All meters come machined to a precise size from the manufacturer, 0.25 cuft

    • @sangwanyi4469
      @sangwanyi4469 25 дней назад

      By measuring the weight of water of the container considering volumetric correction factor depending on water temperature.

  • @babarzia9281
    @babarzia9281 Год назад +4

    (Weight of concrete + Weight of empty measure) - weight of measure / volume
    (32.865 - 7.79) lb / .25 FT CUBE
    100.3 LB/FT CUBE IS THE DENSITY

    • @Tranceporter33
      @Tranceporter33 Год назад +5

      32.865 lbs is the weight of the concrete without the weight of the container/mold. So you're subtracting 7.79 lb that was Already Subtracted. That's where the error is.

  • @eritimes
    @eritimes 2 года назад +2

    Safety issue! No gloves, concrete is caustic to the skin.

    • @curtisw831
      @curtisw831 2 года назад

      Some of us don't have an issue with it

    • @fadedace1342
      @fadedace1342 Год назад

      Hes using fly ash, but yes you can get some pretty bad concrete burns from this

  • @josecauich8790
    @josecauich8790 4 года назад +2

    is the math correct?

    • @MegamanBillydaKid
      @MegamanBillydaKid 3 года назад

      I think it’s wrong I got a different result! I got D=100.3

  • @22udubfan
    @22udubfan 2 года назад

    Sir, you don't zero the scale AFTER you get the tare weight. Pointless to get a tare weight if you zero it out. Therefore your math is now wrong.

    • @gabrielkramer9164
      @gabrielkramer9164 2 года назад +3

      Hey Jimmy, you record the weight prior to the tare. You can see this graphic representation on the screen as we do it. As long as you note this, you can account for it in the end. There’s more than just a single way to do this.

    • @orendarisingprod.6419
      @orendarisingprod.6419 Год назад

      Well with most if not all calibrated scales once you get the weight of the pot and get the tare the scale resets to 0 then once the pot is removed it would show into the negative. Example. If the pot is 8lbs and you get a tare down to 0 once the pot is removed the scale will read -8lbs if I’m not mistaken.

    • @splash6450
      @splash6450 4 месяца назад

      @@tanumie2657 To prevent concrete from sticking, making it easier to clean. Keep your tools happy, and your tools keep you happy.