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
Grout Mixture Proportioning
Grout mixture proportions shall be determined by the Contractor
and submitted for review. The grout mixture quantities of all
ingredients per cubic meter yard and grading of the fine aggregate
size that will be used in the manufacture of each quantity of
concrete shall be stated. Proportions shall indicate that mass of
cement, [pozzolan], [slag, Ground Granulated Blast-Furnace Slag
(GGBF)], and water; the mass of the fine aggregate in a saturated
surface-dry condition; and the quantities of admixtures. The
submission shall be accompanied by test reports from a laboratory
complying with ASTM C 1077 which show that proportions thus
selected will produce preplaced-aggregate concrete of the
qualities indicated. No substitution shall be made in the source
or type of materials used in the work without additional tests to
show that the new quality of materials and concrete are
satisfactory.
Grout Mixer
Capacity
The Contractor shall submit grout-mixer data which include the
make, type, and capacity of grout mixers, grout agitators, tank,
pump, and pipe system proposed for producing the grout for
preplaced-aggregate concrete.
Equipment
The pumping equipment and methods for pumping and delivering the
grout for preplaced-aggregate concrete shall be submitted for
review by the Contracting Officer. The methods for transporting,
handling, and depositing the coarse aggregate, the location,
SECTION 03372
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