Preview

Slump Test: Lab Report: Materials And Forms

Good Essays
Open Document
Open Document
704 Words
Grammar
Grammar
Plagiarism
Plagiarism
Writing
Writing
Score
Score
Slump Test: Lab Report: Materials And Forms
1. Introduction
2. Materials and Equipment – Slump Test
3. Slump Test
4. Materials and Equipment - Vebe
5. Vebe Test
6. Conclusion

1. Introduction
The purpose of this laboratory was to first test the effect that increasing water content would have on the workability of fresh concrete, completed by way of a slump test. The second part of the laboratory was to check what the influence of a superplasticiser would have on workability of fresh concrete, this was completed by completion of a Vebe test.
2. Materials and Equipment - Slump
Equipment used within the slump test:
1. Slump Cone, Rod, Base plate Sampling tray
2. Small Pan Mixer
3. Measuring Cylinders
4. Scales
5. Buckets, trowel, scoop
6. Ruler
Materials used within the slump test
1. Ordinary
…show more content…
True slump occurs when the concrete remains in mainly the same shape with maybe a minor slump taking place, and is the only test of use. Shear Slump occurs when the top of the mix comes off and slips towards the side. During a collapse slump the concrete completely falls or collapses. If the later of the slumps occur, in the case of the shear slump, a new sample should be taken and the test should be repeated. A collapse slump will show that the mixture is too wet and the workability of the fresh concrete mixture is too …show more content…
This Graph shows the increasing water content effect on slump size throughout the laboratory.

4. Materials And Equipment – Vebe Test
Equipment used within the Vebe Test:
1. Vebe Consistometer
2. Stop Watch
3. Small Pan Mixer
4. Measuring Cylinders, Buckets, Trowel and Scoops
5. Horizontal Disc
6. Vibrating Table

Materials used within the Vebe Test:
1. Ordinary Portland Cement – 3.3kg
2. Fine aggregate – sand – 6kg
3. 5 – 20mm Coarse aggregate – 7.1kg
4. Water – 1.2L

Vebe Test
The Vebe test is used in construction to measure the workability in fresh concrete. This test is mainly used on mixtures are noted to be too firm to carry out a slump test. Defined in seconds, it is shown as the time for the vibrations to totally compact the concrete and is recorded to the nearest second. In order to carry out the test a mix was made containing the materials and amounts shown above, added to the pan mixer and mixed for 2 minutes. When mixed the concrete is placed into the mould, again in three layers around one third of the height of the mould, tamping each layer 25 times with the

You May Also Find These Documents Helpful

  • Satisfactory Essays

    The purpose of this experiment was to learn about the international system of units, to become more familiar with common laboratory equipment and techniques, to gain proficiency in determining the volume, mass, lenth, and temperature of a variety of items using common laboratory measurement devices, to learn to combine units to determine density and concentration and to use laboratory equipment to create serial dilutions and determine the density and concentration of each dilution.…

    • 624 Words
    • 3 Pages
    Satisfactory Essays
  • Satisfactory Essays

    PURPOSE: The purpose of this experiment is for the students to get a better knowledge with the laboratory tools and techniques. This experiment taught me how to convert between SI units and standard American units of mass, length, temperature, volume and time as well as how to measure the units. Students become proficient in laboratory techniques such as measuring temperature and volume and calculating within them.…

    • 1411 Words
    • 11 Pages
    Satisfactory Essays
  • Good Essays

    Equilibrium Lab Report

    • 741 Words
    • 3 Pages

    + Unit 9: Lecture 1 The Concept of Equilibrium and the Equilibrium Constant + What is equilibrium? A state of balance…

    • 741 Words
    • 3 Pages
    Good Essays
  • Satisfactory Essays

    Equilibrium Lab Report

    • 355 Words
    • 2 Pages

    5. Is the market a “good” way to allocate resources? Why or why not? Support your answer with reference to the outcome of the experiment.…

    • 355 Words
    • 2 Pages
    Satisfactory Essays
  • Powerful Essays

    For concrete is a mixture of coarse (stone or brick chips) and fine (generally sand or crushed stone) aggregates with a binder material like usually Portland cement. When mixed with a small amount of water, the cement hydrates to form microscopic opaque crystal lattices encapsulating and locking the aggregate into a rigid structure. Typical concrete mixes have high resistance to compressive stresses about 28 MPa. However, any appreciable tension (due to bending) will break the microscopic rigid lattice, resulting in cracking and separation of the concrete. For this reason, typical non-reinforced concrete must be well supported to prevent the development of tension.…

    • 7570 Words
    • 31 Pages
    Powerful Essays
  • Satisfactory Essays

    Panera Case Study

    • 183 Words
    • 1 Page

    Table 3 shows the flow value of the mixtures containing BA. It shows that flow value for the BA blended cement mortars were decreased with increase in the percentage of BA. The control mix (BAM 0) has a flow value of 147 mm [30]. The flow value of mixes BAM 5, BAM 10, BAM 15, BAM 20, BAM 25, and BAM 30 shows decrease of 146, 146, 145, 144, 143, and 142 mm respectively. BA requires more water for proper consistency when compared to that of ordinary Portland cement due to irregular shape with rough surfaces, high porous texture and absorptive in nature [5]. Increase in water demand of BA, decreases the flow value and resulted in poor workability. W/C ratio was kept same as 0.5 for all mixes. The flow value of BAM 30 reduced to 3.4 % due to…

    • 183 Words
    • 1 Page
    Satisfactory Essays
  • Better Essays

    [Clips 5 & 6 – from Expedition Workshed - also show concrete cube test at failure point.] (Note that although the “design strength” of the concrete was 30 N/mm2, that is the expected strength at 30 days, whereas the specimens were tests at age of less than a week, and they had thus…

    • 997 Words
    • 4 Pages
    Better Essays
  • Good Essays

    Concrete is among the most useful substances ever produced. Mixed and used well, it produces a very durable material that’s perfect for constructing buildings and other structures. Science, however, has other ideas. While many may consider concrete very sturdy, its biggest enemy seems somewhat benign in comparison: water.…

    • 369 Words
    • 2 Pages
    Good Essays
  • Powerful Essays

    This report was issued in order to provide an in depth understanding of how a surveyor can differentiate between Alkali-Silica Reaction and Sulphate attacks in concrete when inspecting a building. In order to satisfy the requirements for this report, the author will give a detailed description of both kind of attacks, different study areas, experiments, diagnosis and forms of repair.…

    • 2316 Words
    • 10 Pages
    Powerful Essays
  • Better Essays

    Polishing of Asphalt

    • 1009 Words
    • 5 Pages

    Following the literature review, laboratory experiments of which results are clearly presented are carried out in the Civil Engineering department soils and materials labs at AUB.…

    • 1009 Words
    • 5 Pages
    Better Essays
  • Better Essays

    The splitting tests are well known indirect tests, were conducted as per IS 5816:1999 and used in the concrete tensile strength determination sometimes called split tensile strength of concrete. The size of cylinder is 300mm length with 150mm diameter or 200mm with 100mm diameter. The specimen were kept in water for curing for 3 days, 7 days and 21 days and on test day remove and allow the surface to dry. The test is performed out by placing a cylindrical specimen horizontally between the loading surfaces of a compression testing machine and the load is applied until failure of the cylinder along the vertical diameter occurs, record the maximum load applied to the specimen and note the appearance of the concrete for any…

    • 1137 Words
    • 5 Pages
    Better Essays
  • Good Essays

    Bio Cement

    • 707 Words
    • 3 Pages

    Stage 2: To prepare concrete using the cement and solution (bacterial) in optimum ratio and checking its effectiveness from strength and durability perspective.…

    • 707 Words
    • 3 Pages
    Good Essays
  • Good Essays

    Checking of materials is an essential part of civil engineering as the life of structure is dependent on the quality of material used. Following are the tests to be conducted to judge the quality of cement.…

    • 1070 Words
    • 5 Pages
    Good Essays
  • Powerful Essays

    In general, the increasing industrial activity and the rising cost of natural mineral resources, and forcing the ready mixed concrete industry to review the logistics of raw material supply. A lack of potable water, an integral constituent of concrete has resulted in search for possible alternatives. While almost any natural water that is drinkable and has no pronounced taste or odour may be used as mixing water for concrete, the rising cost of such water has prompted many researchers to experiment with salt water in concrete. The…

    • 893 Words
    • 4 Pages
    Powerful Essays
  • Best Essays

    Self Compacted Concrete

    • 3853 Words
    • 16 Pages

    1. INTRODUCTION Self-compacting concrete (SCC), developed first in Japan in the late 1980s, represents one of the most significant advances in concrete technology in the last two decades. SCC was developed to ensure adequate compaction through self-consolidation and facilitate placement of concrete in structures with congested reinforcement and in restricted areas. SCC can be described as a high performance material which flows under its own weight without requiring vibrators to achieve consolidation by complete filling of the formworks even when access is hindered by narrow gaps between reinforcement bars [1]. The high flowability of SCC makes it possible to fill the formwork without vibration [2]. The constituent materials used for the production of SCC are the same as those for conventionally vibrated normal concrete except that SCC contains a lesser amount of aggregates and larger amount of powder (cement and filler particles smaller than 0.125 mm) and special plasticizer to enhance flowability. Fly ash, glass filler, limestone powder, silica fume, etc. are used as the filler materials. High flowability and high segregation resistance of SCC are obtained by using: (i) a larger quantity of fine particles, i.e. a limited aggregate content (coarse aggregate: 50% of the concrete volume and sand: 40% of the mortar volume) [3]; (ii) a low water/powder ratio; and (iii) a higher dosage of superplasticizer and stabilizer [4, 5]. Stabilizer is needed for SCC mixes for maintaining proper cohesiveness so that highly flowable SCC would not segregate. Typical ranges of proportions and quantities of the constituent materials for producing SCC are reported in the literature [2, 6–9]. Relevant…

    • 3853 Words
    • 16 Pages
    Best Essays

Related Topics