Project Features:

• Built up a sand access track over the Giru Weir concrete apron by placing sand borrowed from downstream of sheet pile row 4 and placed over the exposed rocks to allow better access for the machinery and crew.
• Excavated five (5) test locations on the downstream side of the Row 1 sheet pile to a maximum depth of 1.2m to carry out both visual inspection and no-destructive thickness testing of the sheet pile at each test location.
• Backfilled the 5 test locations with concrete and placing rock on the finished concrete surface to match what is on site.
• The sand access track was removed and placed back where it was originally taken from which was from downstream of sheet pile Row 4.