complex and can be reviewed through the Contractor's
Quality Control system. Only add a "G" if the
submittal is sufficiently important or complex in
context of the project.
For submittals requiring Government approval on Army
projects, a code of up to three characters within
the submittal tags may be used following the "G"
designation to indicate the approving authority.
Codes for Army projects using the Resident
Management System (RMS) are: "AE" for
Architect-Engineer; "DO" for District Office
(Engineering Division or other organization in the
District Office); "AO" for Area Office; "RO" for
Resident Office; and "PO" for Project Office. Codes
following the "G" typically are not used for Navy
projects.
Submittal items not designated with a "G" are
considered as being for information only for Army
projects and for Contractor Quality Control approval
for Navy projects.
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Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for [Contractor Quality Control
approval.] [information only. When used, a designation following the "G"
designation identifies the office that will review the submittal for the
Government.] The following shall be submitted in accordance with Section
01330 SUBMITTAL PROCEDURES:
SD-03 Product Data
Mixture Proportions[; G][; G, [_____]]
The results of trial mixture design studies along with a
statement giving the maximum nominal coarse aggregate size and the
proportions of ingredients that will be used in the manufacture of
each strength or class of concrete, at least 14 days prior to
commencing concrete placing operations. Aggregate weights shall
be based on the saturated surface dry condition. The statement
shall be accompanied by test results from an approved independent
commercial testing laboratory, showing that mixture design studies
have been made with materials proposed for the project and that
the proportions selected will produce concrete of the qualities
indicated. No substitutions shall be made in the materials used
in the mixture design studies without additional tests to show
that the quality of the concrete is satisfactory.
Lightweight Aggregate Concrete
Written recommendations from lightweight aggregate supplier on
batching and mixing cycles.
Dry Shake Finish
Manufacturer's written instructions on application of dry shake
material 15 days prior to start of construction.
SECTION 03300A
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