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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

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Foundation Investigations
July 1997
CALTRANS FOUNDATION MANUAL
1-7
It also describes and evaluates any seismic hazards that may be present at the site, such as
the amount of ground shaking that can be expected and the possibility of liquefaction
occurring at the site. The report gives recommendations to the Project Designer as to the
type of foundation that should be used for the proposed structure and also recommends the
seismic data, such as peak horizontal bedrock acceleration, that should be used for the
seismic analysis to be performed. The report includes the recommended elevations for
spread footings and pile type and tip elevations.
Most reports include special comments regarding anticipated constructability problems,
such as caving, soil compaction problems, expected variations in pile driving, and potential
problems due to groundwater. This section of the report may even suggest that job-specific
specifications be included within the contract Special Provisions. The Structure Representa-
tive should pay particular attention to these comments. Advance knowledge of potential
problems during foundation work allows for more effective problem mitigation.
The Foundation Report is normally included in the RE Pending File. Structure Representa-
tives should contact the Office of Structure Construction in Sacramento if they do not
receive a copy of the Foundation Report for any project assigned to them.
In the early stages of every project, the project plans should be reviewed to verify that the
footing elevation, pile tip elevations, and type of piling recommended in the Foundation
Report are shown on the contract plans. In addition, the Structure Representative should
confirm that any suggested specifications or design features mentioned within the special
comments section of the Foundation Report are included in the contract plans and
specifications. Personnel from the Foundation Investigations Section and the Project
Designer should be consulted if there are any discrepancies.
If there are special comments regarding constructability problems within the Foundation
Report, these issues should be discussed with the Contractor as early as possible. Once the
Contractor begins work, the Structure Representative should observe if and how the Con-
tractor makes preparations to deal with the constructability problems that they were
informed of. Good documentation of all conversations with the Contractor on these issues
will help in the evaluation of any potential claims submitted by the Contractor.