bracketed sentences in paragraph FORMWORK NOT
SUPPORTING WEIGHT OF CONCRETE should be deleted.
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Inspection
The Contractor shall submit field inspection reports for
Formwork Not Supporting Weight of Concrete[; G][; G, [_____]].
If forms are to be removed in less than 24 hours on formwork not
supporting the weight of concrete, the evaluation and results of
submitted to and approved before the forms are removed.
1.4
SHOP DRAWINGS
The shop drawings and data submitted shall include the type, size,
quantity, and strength of all materials of which the forms are made, the
plan for jointing of facing panels, details affecting the appearance, and
the assumed design values and loading conditions.
1.5
SAMPLE PANELS
Panels shall be of sufficient size to contain joints and shall be not less
than 2 meters long and 1.5 meters wide 6 feet long and 4 feet wide. The
panels shall be of typical wall thickness and constructed containing the
full allocation of reinforcing steel that will be used in the structure,
with the forming system that duplicates in every detail the one that will
be used in construction of the structure. The same concrete mixture
proportion and materials, the same placement techniques and equipment, and
the same finishing techniques and timing shall be used that are planned for
the structure. Construction of Class A finish will not be permitted until
sample panels have been approved. Sample panels shall be protected from
construction operations in a manner to protect approved finish, and are not
to be removed until all Class A finish concrete has been accepted.
PART 2
PRODUCTS
2.1
MATERIALS
2.1.1
Forms and Form Liners
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NOTE: See the appropriate Concrete Materials Design
Memorandum and EM 1110-2-2000 for description of
class finishes. See paragraph 5.4.e in EM
1110-2-2000 for guidance in selecting appropriate
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Forms and form liners shall be fabricated with facing materials that will
produce a finish meeting the specified irregularities in formed surface
requirements as defined in ACI 347R. Forms and form liners shall be
fabricated with facing materials as specified below.
SECTION 03101A
Page 5