b. Membrane-Curing Corrective Action - When the coverage rate of the
curing compound is less than that specified or when the coverage is not
uniform, spray the entire surface.
c. Sheet-Curing Corrective Action - When a daily inspection report
lists any tears, holes, or laps or joints that are not completely
closed, promptly repair the tears and holes or replace the sheets,
close the joints, and extend the required curing period for those areas
by one (1) day.
3.12.8
Final Inspection
Following completion of the work, inspect surfaces for damage, staining,
and other distresses. Inspect [repairs] [overlays] [and] [refacing] for
cracking, crazing, delamination, unsoundness, staining and other defects.
Inspect the finish and surface tolerances of the repairs to verify that all
requirements have been met. Repair all surfaces exhibiting defects as
directed at no cost to the Government when defects are due to contractor
workmanship or procedures.
3.12.9
Reports
Report the results of all tests and inspections conducted at the project
site informally at the end of each shift and in writing weekly and deliver
within 3 days after the end of each weekly reporting period. See Section
01451A CONTRACTOR QUALITY CONTROL.
3.12.10
Manufacturer Field Service
Provide the services of a manufacturer's technical representative
experienced in mixture proportioning and placement procedures for the
following materials:
a.
Epoxy mortar or concrete
b.
Polymer-modified mortar or concrete
b.
Epoxy injection grout
d.
High molecular weight methacrylate sealer
e.
Concrete containing High-Range Water Reducers (HRWRA)
f.
Concrete containing Silica Fume
Provide, at no additional cost to the Government, the services of the
manufacturer's experienced technical representative during mixture
proportioning, planning and production. The manufacturer's representative
shall be available for consultation by both the Contractor and the
Contracting officer during mixture proportioning, planning, and production
of the materials and shall be on-site immediately prior to and during at
least the first placement of the material, and at other times if directed.
3.13
CLEAN UP
Clean all surfaces of concrete and adjacent facilities which are stained by
dirt, oil, grease, fuel, or other byproducts that are created by the
construction operations with detergent and pressure wash. Dispose of
debris in accordance with Section 01572 CONSTRUCTION AND DEMOLITION WASTE
MANAGEMENT[ and Section 01355A ENVIRONMENTAL PROTECTION].
3.14
DUST CONTROL
Control dust resulting from demolition to prevent the spread of dust and
SECTION 03931
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