approval.][for 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-02 Shop Drawings
[
Formwork]
Reinforcing steel; G
Reproductions of contract drawings are unacceptable.
SD-03 Product Data
Materials for curing concrete
Joint sealants
Joint filler
Vapor retarder[Vapor barrier]
[
Epoxy bonding compound]
[
Synthetic reinforcing fibers]
Waterstops
SD-04 Samples
**************************************************************************
NOTE: Where flat surface finishing is important and
the crew inexperienced in this type of concrete, ask
for a sample installation to train the crew.
**************************************************************************
Slab finish sample
SD-05 Design Data
Concrete mix design; G
Thirty days minimum prior to concrete placement, submit a mix
design for each strength and type of concrete. Submit a complete
list of materials including type; brand; source and amount of
cement, fly ash, pozzolans, [silica fume], ground slag
[polypropylene fibers], and admixtures; and applicable reference
specifications. Provide mix proportion data using at least three
different water-cement ratios for each type of mixture, which will
produce a range of strength encompassing those required for each
class and type of concrete required. If source material changes,
resubmit mix proportion data using revised source material. No
material shall be provided unless proven by trial mix studies to
meet the requirements of this specification, unless otherwise
approved in writing by the Contracting Officer. The submittal
shall clearly indicate where each mix design will be used when
more than one mix design is submitted. Submit additional data
regarding concrete aggregates if the source of aggregate changes.
SECTION 03300N
Page 11
Previous Page
