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CABRILLO BEACH
GETS A WALK |
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Originally, the design included three micropiles per bent. But due to
budget constraints, August proposed that 2 anchor would work nearly as
well, because the foot bridge itself provided the lateral support for the
third micropile; the engineer concurred. The design provided for 40 foot
micropiles battered at a 1 to 4.
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Micropiles
Support a Pedestrian Bridge
The
Los Angeles Department of Parks and Recreation wanted to build a
pedestrian bridge nestled up against the beach cliffs of Cabrillo Beach
near LA Harbor. The only problem was the difficulty of drilling and the
unknown ground conditions of the beach, which was partially underlain by
massive concrete block used to break the action of the surf.
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August was contacted by Ross Cash of Cash
& Associates to come up
with some practical solution for foundation support. After much
contemplation, mostly involving feasibility vs. cost, Ross Cash adopted
Micropiles as the best all around solution.
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August was selected by John
Meek Construction to install the micropiles. August used a Davey Kent 525
to drill through the rubble, dirt, sand and rock. To protect the
micropiles from the elements, including storms scouring the beach, Cash
included a 9 inch diameter and 20 foot long structural pipe at the
surface. Below the sands, the anchor was socketed into the bedrock by the
use of a 6" downthe-hole hammer. The epoxy coated Williams
all-thread #14 bar tendon was installed into the cased hole and grouted.
Within 24 hours, the anchors were also post-grouted to assure good bonding
to the bedrock..
Every
anchor was tested in tension to confirm proper bonding into the bedrock.
The design load was 120 and the test load was 240 kips per micropile. Due
to the angle, August devised a frame to accommodate the angle, and with
the second anchor securing the beam, the testing went smoothly with every
anchor passing.
After the micropiles were completed, John Meek
Construction, the general contractor, constructed the wood pedestrian
bridge - which was supported on 3 foot diameter pile caps and the
micropiles.
Ross Cash (far right) or Cash & Associates conducting
the monitoring of the micropiles.
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