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INSPECTION OF A BRIDGE STRUCTURE - The Constructor

The Constructor

Hence, the bridge must be regularly inspected and maintained for the benefit of its users. There are three levels of inspection: 1. General inspection: Usual inspection of representative parts of a structure.

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Some vital steps for concrete post-pour inspection

Construction Cost Estimating

This civil engineering article sheds light on the required steps for post-concrete inspection as soon as decluttering of any concrete structure is completed. There should be a proper labeling system for the project that sustains traceability among the concrete test report and the Concrete Pour Card.

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Falling Concrete Triggers Bridge Inspections in New Hampshire

ENR Construction

of Transportation began Rush inspections of 16 red-listed bridges on Sept. 6 after a large piece of concrete fell off the N.H. The New Hampshire Dept. Route 102 Bridge onto moving traffic on I-93 in Derry, N.H. a week earlier.

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PUMPED CONCRETE PUMP TYPES & SELECTION

The Constructor

This method is used where large quantity of concrete work is involved at greater height, where other means of transporting is not easy to do. Concrete pumps have been known for more than 50 years.

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STRUCTURAL USES OF PRECAST CONCRETE

The Constructor

Use of Precast Concrete in frames: There are two main types of precast building frame. The structural frame consists of slabs, beams and columns. Structural frames are mainly used for offices, car parks and retail developments.

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TYPES OF CRACKS IN CONCRETE BEAMS

The Constructor

Cracks in concrete beams due to increased shear stress 2. Cracks in concrete beams due to corrosion or insufficient concrete cover 3. Cracks parallel to main steel in case of corrosion in beams 4. Cracks due to increased bending stress in beams 5.

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TEMPERATURE EFFECTS ON CONCRETE

The Constructor

The size of movement depends upon the change in temperature and the coefficient of thermal expansion o f concrete. The coefficient of thermal expansion of concrete is influenced largely by the coefficient of thermal expansion of the aggregates since the aggregate occupies 70-80% of the volume of the concrete.

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