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Initial Aerial Views, Pile Load Testing & Bearing Installation  05-27-2001
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).
Pier 5 capbeam forms prior to reinforcing steel. Pier 4 workpad area (north shaft cofferdam approximately 50% complete).
Pier 5 capbeam forms (including walkway). Looking north at high water near Pier 3.
Installing Pier 3 column forms (upper section). Pier 2 after backfilling is complete.
Looking east during the static load test at Pier 6. Drilled shaft reinforcing cage for Pier 4.
Pier 4 workpad area (note the high water surrounding the entire workpad). Looking west from Pier 5 location.
Looking down at Pier 5 capbeam forms after reinforcing steel is assembled. Contractor installing test piece of sheet pile in east side silt basin.
Vibratory driver installing Pier 4 north temporary casing. Grinding bearing seat locations at Pier 6 stemwall.
Installing battered piles for temporary launching bents. Installing bearing devices at Pier 6 stemwall.
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).
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).
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).
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