Compressive Strength Test Lab Report

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Light brown sandy Silt The volume of the Bottle. Welcome To DIME Data Interchange for Materials Engineering.

Compression Lab Report The American University In Cairo Engr 2112 Strength And Testing Of Studocu

We need a way of directly being able to compare different materials making the strength we report independent of the size of the material.

. Pile Lateral Load Test. Possibly the most widely conducted soil tests are those done to estimate the plant-available concentrations of plant nutrients in order to determine fertilizer recommendations in agricultureOther soil tests may be done for engineering geotechnical geochemical or. Tensile Test Name.

Compressive strength d evelopment between measured compressi ve strengths at successive ages and the n plotting the grad ient rate at the middle of the two a. If significant look for the unit weight to decrease measurably. A sample calculation for Specific Gravity of Soil is shown in the table given below.

Place the filter papers between the porous stones and the soil specimen pressing very lightly to ensure that the stones adhere to the sample. A coating with an adhesion value of 2000 psi is not twice as good as a coating with an adhesion value of 1000 psi. In recording values of yield strength obtained by this method the value of offset specified or used or both.

Specimen The concrete sample should have a cylindrical shape with a diameter of 150 mm and length 300mm. Lower the assembly carefully into the base of the water reservoir. For more accurate results it is recommended to conduct tests 3 times on the same soil sample.

2014 31 0003 Lab Date. Compressive and shear stresses. Purpose of this Test.

For 13 enter 4. Now Count the number of blows required to reach or drive depth of 150 mm 6 in. 51 Care must be exercised in the interpretation of the significance of compressive strength determinations by this test method since strength is not a fundamental or intrinsic property of concrete made from given materials.

Steel Coupler Slip Test. Coating adhesion is not at all like the tensile strength of steel or the compressive strength of concrete. Global Lab does the Pile Lateral Load Test on Concrete Pile up to 100T capacity as per IS 2911 Part-4.

Polymers range from familiar synthetic plastics such as. The compressive strength of concrete. Similarly again drive sampler in soil and count the blows needed to.

The triaxial shear test is the most versatile of all of the methods for testing the shear strength of soil and finding its cohesion c and angle of internal friction φ. A polymer ˈ p ɒ l ɪ m ər. Muhammad Yossi Hadiyoso Student Number.

Pile Pullout Test. PSI is a convenient and familiar unit of. Solve this simple math problem and enter the result.

Soil test may refer to one or more of a wide variety of soil analysis conducted for one of several possible reasons. KW_TESTR1 lab ties the 4 1 range. Due to their broad spectrum of properties both synthetic and natural polymers play essential and ubiquitous roles in everyday life.

Sample the concrete in accordance with ASTM C172 making sure to mix your concrete sample thoroughly. Range of Load The testing machine can consistently apply the loads in the range of 12 MPamin to 24 Mpamin. We can do that by simply dividing the load applied to the material the weight or force by the initial cross-sectional area.

Otherwise the compressive strength of concrete is defined as the maximum crushing stress endured by the concrete. Firstly drive the drop hammer on the bottom of a borehole by blows from the slide hammer with a mass of 635 kg falling through a distance of 750 mm 30 in at the rate of 30 blows per minute. The ultimate goal of the sampling process is to have a sample that is an average representation of what is going into the pour to get the most accurate strength value in the lab.

This creates what material. DIME is a web application developed by the California Department of Transportation Materials Engineering Testing Services METS to allow material testing laboratories the ability to easily submit sample information and test data to Caltrans database via the internet. The temperature of the test.

Values obtained will depend o. Material Beam Arch Truss Wood 0021129 00754684. Tests at any other age at which the tensile strength is desired may be made.

Global Lab does the Pile Pullout Test on Concrete Pile up to 100T capacity as per IS 2911 Part-4. Friday March 10th 2017 Materials Engineering Laboratory Applied Physics Study Program Faculty of Science and. Assume a slab at our site is designed to cast M25 grade of concrete but we could not define its strength in the semi-solid state.

Take an average of 3 values these values should not vary by more than 2 to 3. Saturday March 4th 2017 Report Handover Date. Then on the stress-strain diagram lay off om equal to the specified value of the offset ie.

If that is not reflected in the test results keep an eye on the testing and examine the data procedures or reporting accuracy. My project is to study the effect of material type and bridge structure on ultimate bridge compressive strength ie. To determine which type of material and bridge structure results in the greatest ultimate compressive strength in a static stressstress analysis simulation experiment.

ASTM C31 Procedure. Lab report engineering materials lab - tensile test 1. In fact a coating with a lower adhesion value can be the better performer.

Test cylinders are cast to verify the specified compressive strength of the mix has been achieved. 0 Lab Report Engineering Materials Lab Module A. Yield strength 02 draw mn parallel to OA and thus locate r the intersection of mn with the stress-strain curve corresponding to load R which is the yield strength load.

Because soil has very little or negligible tensile strength geotechnical engineers rarely perform tensile strength analysisTensile shear tests demonstrated that at the conditions of texture depth of 97115 μm depthwidth ratio of 23 spacing of no more than 04 mm 1060Al-PET joint can be obtained with good performance. Greek poly- many -mer part is a substance or material consisting of very large molecules called macromolecules composed of many repeating subunits. It can measure the total as well as the effective stress parameters and can be conducted on any type of soil.

We also divide the amount it moves displacement by the initial length of the material. Drainage conditions can be controlled and pore water pressure and volume changes can be measured accurately. Center the porous stones that have been soaking on the top and bottom surfaces of the test specimen.

Fill the water reservoir with water until the specimen is completely. Age of Test The test shall be made at the period of 7 days and 28 days. Global Lab does the slip test on the steel coupler as per IS 16172.

Unconfined Compressive Strength Test Of Soil Laboratory Test Geotech With Naqeeb Youtube