Within the Scope of Quay No: 3 Berth Strengthening Construction Works:
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Removal/relocation of existing infrastructure and superstructure within the project area,
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Breaking, excavation, and disposal of existing concrete pavement surfaces,
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Breaking, dismantling, and disposal of existing quay superstructure concrete blocks,
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Installation (driving) of steel pipe piles belonging to the quay structure,
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Drilling inside piles where required within the quay structure,
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Performing compression load tests, tension tests, lateral load tests, and dynamic pile capacity tests (PDA Test) on quay piles,
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Construction of reinforced concrete works inside the quay piles,
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Sand filling between the quay piles and the concrete block quay structure,
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Construction of cast-in-place capping beams for the quay structure,
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Construction of bored pile works,
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Manufacturing and installation of precast gravity blocks for the quay structure,
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Supply and installation of tie-back system anchors and accessories,
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Supply and installation of fenders on the quay structure,
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Supply and installation of bollards / quick release hooks on the quay structure,
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Design and implementation of sacrificial anode type cathodic protection for quay piles,
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Impregnation of the underside of the quay with water-repellent material,
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Construction of concrete pavement works in the quay and backland areas,
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Dredging works in front of the quay.
Within the scope of the project, 85,000 m³ of seabed dredging was carried out to ensure the operational depth of the quay.
In order to strengthen the load-bearing system of the quay, a total of 5,360 meters of Ø914.4 mm diameter steel pipe piles, weighing 2,463 tons, were driven.
As part of the structural superstructure works, 2,980 m³ of marine concrete (C35) was poured, and approximately 476 tons of reinforcement steel were used in these works.
Summary Table:
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Dredging Volume: 85,000 m³
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Total Steel Pile Length: 5,360 m / 2,463 tons
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Total Concrete: 2,980 m³
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Total Reinforcement: ~476 tons
