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Saturday, July 13, 2019

Inspection & Testing Method of concrete

This civil engineering article focuses on the test method required for evaluating the concrete work.
Concrete construction activities should be done on the basis of the job site specifications, methods and drawings. Concrete inspection and testing should be executed by experienced personnel to ensure that requirements of the specifications, methods and drawings are satisfied.
Tests of concrete is conducted to make sure that the compliance to specifications should be performed by a certified Concrete Field Testing Technician.
If not mentioned anywhere else in the specifications and/or drawings, at least six concrete cubes should be developed and treated as a set. If not mentioned anywhere else, the cubes will be tested in the following ways :-
2 cubes at 7 days
2 at 28 days
2 held in reserve
The results obtained from the test, should be noted on a spreadsheet and in a way conformable to QC procedure: Statistical Techniques.
Unless stated otherwise in plan specifications or drawings, one set of cube should be created for each 150 cubic yards of concrete laid as defined in building codes. Minimum one set of cubes should be formed on each day concrete is laid irrespective of the quantity of concrete.
Application of QC procedures: Process Control as a guide, Contractor should fix a meeting with the subcontractor before pouring the first concrete. This meeting will be conducted so that the subcontractor can narrate his/her plans for the concrete pour along with all the areas scheduled in this section of the procedure.
Batch Plant Inspection: Contractor retains the power to examine any and all concrete batch plants which will deliver concrete to the construction site. A “walk through” inspection should be carried out before the production of concrete is started.
If it is required, examinations can be done throughout concrete production. Given below, the major inspection items for every type of batch plant inspection:
Preliminary Inspection
• Check that aggregates are loaded in exact bins
• Examine that aggregates are not polluted
• Examine that scales and measuring devices contain current calibration stickers and seem to function perfectly
• Examine that the plant contains a current local authority approval certification
• Examine that concrete trucks remain in proper working condition
• Examine that entire operation of the plant seems to be professional, systematic, relatively clean, well maintained, etc.
• Examine that batch plant operators should have adequate knowledge (verify their certificates or certifications)
• Examine that batch tickets provide crucial information (amount of hold back water, list of ingredients, batch times, size of load, indication of mix ordered, etc.)
• Examine that the plant and delivery equipment can form homogeneous concrete as per the requirements of ASTM C-94
• Make sure that the plant and delivery equipment satisfy the capacity requirements of the job
Throughout Concrete Production (if necessary):
• Examine that correct mix has been loaded into the batch plant computer
• Examine that equipment is working properly (admixture dispensers, scales, moisture indicators, etc.)
• Examine that truck counters have been reset to zero once the mixing water has been added to the mix
• Examine that water used to “wash down” the concrete truck prior to leaving the plant area does not enter the concrete mix
• Examine that the amount of hold back water is stated on the batch ticket
• Make sure that the concrete coming out from the plant will satisfy the specifications for temperature, air content and slump (testing at the plant should be conducted if required)
Concrete Mix Design: All proposed concrete mixes should be provided to Consultants via main contractor for verification and approval before application. The projected mixes delivered for use shall comprise of a concrete strength break history as stated in ASTM and shall include suitable test results and/or certificates of conformance on all constituents which will be applied in the certain concrete mixes.
Inspection & Testing Method of concrete

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Published By
Rajib Dey
www.constructioncost.co
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Friday, July 12, 2019

Sample quotation for constructing an indoor badminton court

In this civil engineering article, you will get a sample quotation with quantities of construction material to design and develop an indoor badminton court.
SPECIFICATIONS: MAIN FEATURES –
• The structure should contain a basement height of 1’0” from Natural ground level.
• Footing pit size 4’x4’x6’-10mm dia @8” c/c main, 8mm dia @8” c/c alternate.
• Column size – 9”x9” (6 nos 16mm dia and stirrups 8mm dia @8” c/c)
• Plinth size – 9”x9” (4nos 12mm dia main reinforcement and stirrups 8mm dia @ 8” c/c)
• Brickwork should be done with superior quality chamber bricks containing cement mortar in 1:6.
• Basement height 2’-0” Basement inside filling with soil. Over the soil PCC is laid with 1:4:8 with 40mm blue metal.
• Plastering with cement mortar 1:4 exterior wall.
• One coat of white cement and two coats of Asian exterior emulsion should be applied.
• Grano flooring with blue metal chips over PCC in the basement.
THE FOLLOWING MATERIALS ARE UTILIZED:–
• CEMENT: Dalmia/Ultratech/Ramco
• BRICKS: Chamber
• STEEL: ISI
• SHEET: JSW CCGL0.47
• PAINT: ASIAN Paint
Total Area of the Building is supposed to be 54’-0” x 54’-0” = 2916.sq.ft.
Subject: Metal Roofing Shed
‘A’ Truss Length x Width: 58’ Feet x 54’ Feet =3132.Sq. Ft
CLADDING WORK (27’x54’) + (27’x54’) + (30’x54’) + (30’x54’) =6156. Sq. ft
Sub: Fabrication and construction of traditional steel structure with Cooler coated Galvalume.
Columns: Delivery and installation of 12 Numers.150×100 Columns (MS I BEAM Height 32’ Feet) Columns Base Plates should have 20 mm thickness 300 mmX300mm & Columns top Plates should have 8 mm thickness.
Base foundation 25 mm 1’5’Feet 48 Numbers
Columns Bracing Support ( X 4 Numbers)
A Type Trusses: Delivery and installation of of 4 Numbers. Trusses 54.0” Feet span formed 50X50mm MS Square Pipe Bottom Rafter as 50X50mm MS pipe with inner cross 30X30 Straight as 30X30 mm pipes medium (ISI 2mm thickness) Lighting Support 1 No Inclusive.
Paint Works: One coat of premier & two coats of enamel paint.
Roof Sheet: Color coated Galvalume CCGL JSW sheet (0.47mm) and its accessories.
Purlin > 60×40 (ISI 2mm thickness) Square Tube purlin.(1000+1300=1Numbers)
To get more details, click on the following link www.onlinecivilforum.com
Sample quotation for constructing an indoor badminton court

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Published By
Rajib Dey
www.constructioncost.co
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Thursday, July 11, 2019

Corrective measure to check pile foundation failure

Pile foundation contains sound bearing strength, good durability and small differential settlement with regards to other foundation types.
Pile foundations are normally provided in the following conditions :-
1. Low bearing strength of soil.
2. Non-existence of perfect bearing stratum at shallow depths.
3. Greater loads from the super structure for which shallow foundation may not become inexpensive or feasible.
But pile foundations become damaged and collapse specifically throughout earthquakes because of the following purposes.
1. Inadequacy of sufficient boring
2. Improper soil grouping
3. Soft strata under tip of pile
4. Insufficient driving formula (wrong data)
5. Imperfect size of hammer leads to deficient penetration, too light or get damaged if too heavy
6. Misapprehension of load
7. Damaged of encased piles
8. Buckling of piles
9. Cracking of piles
10. Vibration that leads to lateral or vertical movement
11. Flowing strata resulting from adjoining excavation or bank sloughing
12. Tension failure of concrete pile for shortage of reinforcement
13. Eccentricity because of bowing or falling out of plumb
14. Deterioration caused by lower ground water level
15. Insect and marine borer attack and erosion
16. Detachment of concrete caused by poor quality of concrete or reactive aggregate
17. Failure of the thin shell of the piles
18. Overweight owning to earthfill.
Corrective measures to get rid of failure of pile foundation:
1. Preliminary repair like encasement or replacement
2. Extraction of partial load
3. Underpinning
Corrective measure to check pile foundation failure

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Published By
Rajib Dey
www.constructioncost.co
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Wednesday, July 10, 2019

How to determine the cutting length of chair bar in slab & footings

The chairs in reinforcement are provided for the following reasons.
1. It retains the gap among the two bars as well as upper and lower cage reinforcement.
2. It provides strong supports to the bars.
3. It improves the strength of the structure and retains the tension in RCC.
4. It raises the tension property of concrete.
5. It reduces the scope for collapsing of the building because of the failure of compression and tension zone.
6. While vibrating, it holds the upper cage bar from collapsing.
7. The diameter of the bar should not be lower than 12 mm.
The chair bars should be made of the scraps in the jobsite.
In this civil engineering article, detail information is given for finding out the cutting length of chair bar in slab and footings.
The height is treated as the most crucial part of any chair as when the height is known, it becomes easier to determine the leg and the length of head.
The height of the chair bar will be determined with the following formula :-
Height = Height of footing – (2 x clear cover) – (dia of bottom main bar) – (dia of top main bar + dia of top distribution bar)
The head of the chair bar will be determined with the following formula :-
Head = (2 x spacing of top distribution bar) + 100
The leg of the chair bar will be determined with the following formula :-
Leg = (2 x spacing of bottom main bar) + 50
To learn the detail calculation process, go through the following video tutorial.
How to determine the cutting length of chair bar in slab & footings

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Published By
Rajib Dey
www.constructioncost.co
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Tuesday, July 9, 2019

How to get rid of common errors in concrete floor slab construction

To get rid of common errors in concrete floor slab construction, various steps like perfect base preparation, mix design, placement, finishing, and curing should be taken.

Typical concrete floor slab thickness in residential construction should be 4 inches. In case the concrete has to sustain extreme loads irregularly, the thickness should be five to six inches; as for instance, motor homes or garbage trucks.

To arrange the base, the ground level should be dug according to the perfect depth to provide for the slab thickness. Take out all organic material and large hard objects like stones and tree roots to a depth of minimum 4 inches. If it is required to develop the grade, apply gravel or sandy soil, and compress the final base with a vibratory plate or equivalent device.

The edge is built up with any straight material that can be fixed into position. If case of constant non-availability of straight lumber, plastic or metal forms should be used. Fix a string line with grade stakes or batter boards to provide a square, level reference prior to place the formwork.

For the concrete mix, it should satisfy the compressive strength requirements (normally 3000 pounds per square inch) devoid of measures that lead to extreme shrinkage. The shrinkage and cracking are increased because of the existence of water, a plasticizer should be used to attain required slump.

Also provide fibers to check plastic shrinkage cracking. Greater strength and entrained air are necessary for exterior slabs susceptible to freezing weather or deicing chemicals.

It is suggested not to add water at the jobsite more than 1 to 2 gallons per cubic yard. In case, extra slump is essential, take advice from the mixer truck driver concerning the quantity of water to be included devoid of taking the concrete out of specification.

Spread the concrete accross the slab area as close to its final position as possible, and then rake it into exact location. Hardens low-slump mixes manually with a vibrator or apply a vibratory screed. Complete with the least force and strokes of the float required to attain a smooth surface.

Develop control joints no farther apart than 24 to 30 times the slab thickness and at no time exceeding 15 feet along both the width and length of the slab by pushing a 1-inch deep grooving tool into the surface.

To keep Joint spacing more than 15 feet, different types of load transfer devices should be used which range from dowels or dowel plates. For slabs with long joint spacing or no joints, steel reinforcement will be suitable.

It will raise the chances for random cracking, but will maintain cracks firmly to keep up superior structural performance.

The curing process should be initiated when the finished surface can counter damage. The concrete should not be enabled to freeze or dry out. Arrange a curing compound over the surface, or apply proper moist curing.

In case of freezing, the slab should be wrapped with an insulator, like insulating blankets or a 4-inch-thick layer of straw that is weighted down so that it can’t blow away. Unless the concrete attains a strength of minimum 500 psi, put the insulator in place. It normally happens within a few days.

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How to get rid of common errors in concrete floor slab construction

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Published By
Rajib Dey
www.constructioncost.co
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Monday, July 8, 2019

Benefits of rock reinforcement

Rock reinforcements provide extra supports to the rock structures so that the stability and load bearing strength of the rock is enhanced. Rock reinforcements are arranged in the type of rock bolts, rock anchors or rock dowels.
Types of Rock Reinforcement: The support given with rock reinforcements ranges from active type or passive type.
For active support, a predefined load is enforced on the rock surface while being set up. Under passive type, a load is formed when the rock mass deforms or dislocates.
The following types of rock reinforcements are commonly found :
1. Rock Bolts: This type of rock reinforcement is frequently used at the end of the borehole. These belong to steel rods which are grouted into the rock. These comprise of a grout anchor or friction on the rock. As soon as the anchorage is obtained, it is tensioned and a compressive force is produced into the adjacent ground.
The axial force produced operates on the rock-mass discontinuities which enhance the shear strength of the mass. This shear strength is produced through the pre-tensioning of the bolt.
2. Rock Dowels: This is a passive type of rock reinforcement for which a ground displacement is required for its activation. When the discontinuities in the rock mass are susceptible to displacement, the dowel undergoes both shear and tensile stresses.
3. Rock Anchors: This method of rock reinforcement employs compressive or uplift force to make any structure or rock mass stable which exist in the ground or underground. These belong to high tensile strength bars. These are pre-tensioned by fixing at the end of the borehole.
Rock anchors belong to either un-tensioned anchors or tensioned anchors. To combat failure of the rock mass caused by shear, rock anchors are used.
Usages of Rock Reinforcement:
The purpose of rock reinforcement is to give safety and temporary supports for several underground construction works. Given below, the different uses of rock reinforcement :-
1. Rock reinforcement is mainly applied to pre-load the foundation.
2. It is applied for the purpose of producing a reaction throughout the pile load test.
3. Rock reinforcements (Rock Anchors) can fasten the suspension cables and guy wires for the bridges.
4. It facilitates to bind the wire cables with the foundation under the sea.
5. Rock reinforcement combat uplift occurred in transmission towers, foundation and hydraulic structures caused by lateral forces.
6. Rock anchors are provided to support sheet piles.
Benefits of rock reinforcement

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Published By
Rajib Dey
www.constructioncost.co
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Friday, July 5, 2019

Some vital tests to check the quality of concrete

Concrete is mainly a composite material that comprises of fine & coarse aggregate, water, cement, and admixtures.

To obtain high-quality concrete, the sample should be examined thoroughly to ensure whether it is formed according to requirement or not. If the test for concrete is not conducted, the following problems will occur :-

• Cracks and voids in the finished concrete.
• The concrete of Low compressive strength.
• Bleeding


Given below, the details on some vital tests of concrete:

1. Workability test
2. compressive strength test
3. Non-destructive test
4. Destructive test
5. Durability test


WORKABILITY TEST: Workability test plays a crucial role since it is associated with the strength of concrete. Workability means the capacity to fill the mould perfectly with the vibrator but the quality of concrete is not affected. The Workability of concrete is calculated with the following test:

• SLUMP TEST
• VEE-BEE TEST
• COMPACTING FACTOR TEST


Compressive strength of concrete: The concrete can’t sustain the compressive load. So, it becomes essential that any concrete member could withstand a good amount of compressive load.

Under this test, the maximum compressive strength of the concrete sample is ascertained after 28 days of curing. Based on the standard code of India, 150 mm concrete cubes are utilized in this test. Under this test, the concrete sample should be immersed for 28 days and after each 7 days water should be changed. After 28 days of curing, the concrete specimen is arranged on the machine plate.

Now load is provided slowly to the specimen unless the collapsing of the concrete cube occurs. Destructive and Non-destructive Test of Concrete These tests are carried out to find out the compressive strength of the existing concrete structure where the required concrete sample is not available.

This types of tests are conducted with the destructive or Non-destructive way.

If Non- destructive way is followed, compressive strength should be established devoid of affecting the structure or any concrete member. The Non-destructive test is conducted on the following ways :

• Rebound hammer test
• Penetration and pullout techniques
• Surface hardness test
• Radio-active method


Most common Destructive tests are as follows:

• Concrete core test
• Cube test
• Tensile strength test


Durability Test: With the purpose of maintaining the sustainability of concrete, the stability of concrete is required. To enhance the stability of concrete, it's vital that concrete should contain the following qualities :

• Water resistance
• Chloride attack resistance
• Resistance to infiltration of water.


Read more

Some vital tests to check the quality of concrete

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Published By
Rajib Dey
www.constructioncost.co
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