Showing posts with label CARBONATION DEPTH MEASUREMENT TEST. Show all posts
Showing posts with label CARBONATION DEPTH MEASUREMENT TEST. Show all posts

Saturday, February 4, 2017

Techshore Inspection Services : SLUMP TEST


Slump test is a quality control test used to ensure the quality of concrete during manufacture. This test is conducted when the concrete is in the plastic state. It is mainly used to determine the consistency or work ability of concrete. The result of slump test is also taken into consideration while accepting a load of concrete. The first step in slump test is to take a test sample from the batch of concrete within 20 minutes of the arrival concrete in site. The sample is taken in one of the following two ways:
Sampling done after 0.2 m³ of the load has been poured (common method).
Sample taken from three places in the load, at equal intervals and equal portions, during the discharge.
Image result for slump test apparatus
            Fig.1  Equipment

A Slump cone which is in the form of a frustum with height 30 cm, bottom diameter 20 cm and top diameter 10 cm.
A steel tamping rod with 16 mm diameter and 60cm length which is rounded at one end.
Slump Plate of size 50 cm x 50 cm.
A Ruler or scale
Float and trowel
Procedure
At first the slump cone is placed over the slump plate and both are cleaned and moistened. Then fill one-third of the cone with concrete and this layer is rodded by giving 25 strokes to it. While rodding make sure that the whole area is rodded uniformly. Rodding means pushing the tamping rod in and out of the concrete to compact it. Always rod in a definite pattern by which rodding is done from outside to inside. The slump cone must be held firmly by standing on the foot lugs while adding the concrete during rodding.
Concrete Slump Test Procedure
                                                              Fig. 2
After rodding the first layer, fill the slump cone with a second layer until two-third is full and rod this layer uniformly with 25 strokes just into the top of the first layer. Then fill the slump cone with next layer until it slightly overflows and rod this top layer uniformly with 25 strokes just into the top of the second layer. Then remove the excess concrete from the top using a straight edge so that the cone is exactly filled and the spilled concrete removed from around the bottom of the cone.
Concrete Slump Test
                       Fig. 3
Then lift the slump cone straight up very slowly. The cone is then turned upside down without further disturbing the concrete and the taming rod is placed across the up-turned cone. The distance from the rod is then measured to the top of the slumped concrete. If the top of the slump is irregular, average height is measured. If the slump is too high or too low compared to the specification, another sample must be taken. If this also fails then the remainder of the batch should be rejected.
Result
Slump for the given sample is measured in mm. While carrying out the slump test, following are the shape of the concrete slump that can be observed:
Concrete Slump Test Results - Slump Shapes
                                                   Fig. 4
True Slump: This is the only slump that can be measured in the test. The measurement is taken between the top of the cone and the top of the concrete after the removal of cone as shown in Fig.3.
Zero Slump: This slump is the indication of very low water-cement ratio, which results in dry mixes. Such type of concrete is generally used for road construction.
Collapsed Slump: This slump is an indication that the water-cement ratio is too high. This indicates that the concrete mix is too wet or it is a high workability mix, for which a slump test is not appropriate.
Shear Slump: This slump indicates that the result is incomplete, and concrete to be retested.

Thursday, December 22, 2016

TECHSHORE INSPECTION SERVICES : CARBONATION DEPTH MEASUREMENT TEST


Fundamental Principle
Carbonation of concrete occurs when the atmospheric carbon dioxide, in the presence of moisture, reacts with hydrated cement minerals to produce carbonates. The process of carbonation is also called depassivation. Carbonation penetrates below the exposed concrete surface extremely slowly. The time required for carbonation can be calculated knowing the concrete grade and using the following equation:




Where,
t is the time for carbonation
d is the concrete cover
k is the permeability

Typical permeability values are shown in Table 1
Table 1. Permeability Values versus Concrete Grade
Concrete Grade
Permeability
15
17
20
10
25
6
30
5
35
4
40
3.5

The significance of carbonation is that the usual protection of the reinforcing steel present in concrete due to the alkaline conditions caused by hydrated cement paste is neutralized by carbonation. Thus, if the entire concrete cover over the steel reinforcement is carbonated, corrosion of the steel would occur if moisture and oxygen could reach the steel.
Equipment
If there is a need to measure the extent of carbonation it can be determined easily by spraying a freshly exposed concrete surface with a 1% phenolphthalein solution. The depth at which Pink color stops is the carbonation depth.

Procedure
 To make 1% phenolthalein solution dissolve 1 gm of phenolthalein in 90 cc of ethanol. Then distilled water is added to it to make the solution up to 100 cc. If the test is to be done on freshly extracted cores, the core is first sprayed with phenolphthalein solution. Then depth of the colored layer (the carbonated layer) from the external surface is measured to the nearest mm at 4 or 8 positions, and the average is taken. If it  is to be done in a drilled hole, first remove the dust from the hole using an air brush. Then the depth of the uncolored layer is measured at 4 or 8positions and the average is taken. If the concrete still retains its alkaline characteristic its color will change to purple. If carbonation has taken place the pH may get changed to 7 (i.e. neutral condition) and there will be no color change. Another formula, which can be used to estimate the carbonation depth, using the age of the building, the water-cement ratio and a constant, which varies depending on the surface coating on the concrete is obtained from the equation given below:

Where,
Y is age of building in years
X water-to-cement ratio
C is carbonation depth
R is a constant (R=αβ)
R varies depending on the surface coating of the concrete (β) and whether the concrete has been in external or internal service (α). (α) is 1.7 for indoor concrete and 1.0 for outdoor concrete. (β)Values are shown in Table 2
Table 2. Values of β
Finished condition
Indoor
Outdoor
no layer
1.70
1.00
plaster
0.79

mortar + plaster
0.41

mortar
0.29
0.28
mortar + paint
0.15

tiles
0.21
0.07
paint
0.57
0.80

Therefore the  carbonation depth is given by:

Range and Limitations

The phenolphthalein test is a simple and cheap method used for determining the depth of carbonation in concrete. It provides information on the risk of corrosion to the concrete reinforcement. The only limitation is the small amount of damage occurring in the concrete surface by drilling or coring.