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Looking northeast during the static load test at Pier 6. |
| Looking east at the boulder encountered during Pier 6 slope protection pile installation (steel plates were welded on to prevent soil spill). |
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Pier 5 capbeam forms prior to reinforcing steel. |
| Pier 4 workpad area (north shaft cofferdam approximately 50% complete). |
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Pier 5 capbeam forms (including walkway). |
| Looking north at high water near Pier 3. |
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Installing Pier 3 column forms (upper section). |
| Pier 2 after backfilling is complete. |
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Looking east during the static load test at Pier 6. |
| Drilled shaft reinforcing cage for Pier 4. |
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Pier 4 workpad area (note the high water surrounding the entire workpad). |
| Looking west from Pier 5 location. |
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Looking down at Pier 5 capbeam forms after reinforcing steel is assembled. |
| Contractor installing test piece of sheet pile in east side silt basin. |
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Vibratory driver installing Pier 4 north temporary casing. |
| Grinding bearing seat locations at Pier 6 stemwall. |
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Installing battered piles for temporary launching bents. |
| Installing bearing devices at Pier 6 stemwall. |
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Looking east from the west side grading project (photo taken on 5-1-01 from approximately 2000 feet above the ground). |
| Looking southeast with the launching pit in the foreground; office trailers and concrete plant in the background (photo taken on 5-1-01 from approximately 2000 feet above the ground). |
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Looking north at Piers 2 and 3 (photo taken on 5-1-01 from approximately 2000 feet above the ground). |
| Looking east at Piers 2 & 3 (photo taken on 5-1-01 from approximately 2000 feet above the ground). |
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Looking west at the overall project (photo taken on 5-1-01 from approximately 2000 feet above the ground). |
| Looking south at Piers 4 & 5 (photo taken on 5-1-01 from approximately 2000 feet above the ground). |
