Berthage
| Berth # | Length | Width | Draught | Wharf Height Low Tide |
High Tide |
|---|---|---|---|---|---|
| 1 |
150 m (490 ft.) |
12 m (40 ft.) |
11.0 m (36 ft.) |
3.66m |
2.10m |
| 2 |
150 m (490 ft.) |
12 m (40 ft.) |
11.0 m (36 ft.) |
3.66m |
2.10m |
| 3 |
130 m (420 ft.) |
13.8 m (45 ft.) |
8.5 m (28 ft.) |
3.66m |
2.10m |
Bearing Capacity
| Berth | Capacity | Gross Vehicle Weight |
|---|---|---|
| 1 |
2,500 kg/sq. metre (500 psf.) |
45,885 kg (101,240 lbs.) |
| 2 |
2,500 kg/sq. metre (500 psf.) |
45,885 kg (101,240 lbs.) |
| 3 |
5,000 kg/sq. metre (1000 psf.) |
91,770 kg (201,894 lbs.) |
Wharf Construction
| Berth | Wharf Type | Construction | Deck Pad | Fendering |
|---|---|---|---|---|
| 1 | Marginal | Steel Pipe Piles with Concrete Caps |
Reinforced Concrete |
Round Rubber Angle D-fender |
| 2 | Marginal | Steel Pipe Piles with Concrete and Wood Caps |
Reinforced Concrete |
Round Rubber Angle D-fender |
| 3 | Marginal | Caisson Construction slab on grade |
Reinforced Slab on Grade |
Rubber V-fender |
