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Micro Piles |
Pressure Grouting |
Rock Anchors |
Permeation Grouting
Soil Nailing |
Compaction Grouting |
Micropiles |
Injection Grouting |
Chemical Grouting
Our
techniques apply when adding new structures:
especially
rock anchor,
microfine cement,
soil nailing,
micropile
installations for
foundation support.
We
specialize in
slope stabilization,
anchors,
permeation grouting,
foundation repair
and support,
grouting,
soil nails,
rock drilling,
micropile installations, and
sinkholes. We
use a
problem-solving approach geotechnical
architecture of buildings, bridges,
water plants, sewage plants, tunnels,
sinkholes,
caisson,
shoring,
underpinning,
agriculture, and
roads
construction. We
are experienced in these applications:
micro piles,
sinkhole repair,
permeation grouting, pressure
grout,
soil nails,
chemical grouting,
micropiles,
compaction grout, and
rock anchors.
Our specialties are
rock anchor,
acrylamide and
compaction grouting,
mini piles,
sinkhole repair,
micropiles,
acrylamide grouting, and
soil nailing.
We will continue to
dedicate ourselves to
excellence,
including
insurance mortgage, in our performance, in our
integrity, and in our relationships with our
customers. We will carefully weigh our
decisions, actions, and results to make sure
that we remain the most trusted name in the
geotechnical contracting industry. Please
visit our website
http://www.rembco.com/.
Add Concrete Construction URL
|
JULY
1997
Static Pile Load Testing and Dynamic Pile Monitoring
8-8
Once the load testing crew arrives on the jobsite, the Structure Representative will need to
have copies of the pile driving logs, soil classification record (for CIDH piles), Log of Test
Borings, and Foundation Plan available for their use.
Once the Static Pile Load Testing and/or Dynamic Pile Monitoring is completed on a
project, the Foundation Testing and Instrumentation Section will recommend changes to
the foundation piles if necessary. These changes are normally made without requiring
additional load tests. If an additional test is required, the Structure Representative should be
sure to document any delays to the Contractor’s operations. If additional testing is required,
the State will be responsible for additional costs incurred by the Contractor.
Substantial pile revisions (as a result of poor test results) could have a substantial impact
on administrative aspects of the contract. Changes could be such that item prices for pile
work are no longer valid and an item price adjustment may be necessary.
Again, it is very important that Structure Representatives set up a good line of communica-
tion between themselves and the Foundation Testing and Instrumentation Section in the
early stages of the project. The goal should always be to have a clear understanding of what
coordination needs to be done in order to properly install the test piles and set up the load
testing equipment without significant delays to the project. Good coordination is also
important to allow the static load testing work crews from the Foundation Testing and
Instrumentation Section to perform the tests efficiently and on schedule.