The design schedule shall be submitted at least 30 days prior to
commencement of work on the anchors covered by the schedule.
SD-06 Test Reports
Prestressing Steel
Certified test reports for each heat or lot of prestressing
steel shall be submitted with materials delivered to the site.
[Test reports for strands shall include bond capacity test results
in accordance with ASTM A 981.]
Cement Grout Mixture Proportions
Thirty days prior to installation of anchors, the Contractor
shall submit the mixture proportions that will produce grout of
the quality required. Applicable test reports shall be submitted
to verify that the grout mixture proportions selected will produce
grout of the quality specified.
SD-07 Certificates
Prestressing Steel
The Contractor shall furnish [five] [_____] copies of mill
reports and [five] [_____] copies of a certificate from the
manufacturer stating chemical properties, ultimate strengths,
yield strengths, modulus of elasticity, and any other physical
properties needed for the required computations, for the type of
steel furnished.
Epoxy-Coated Steel Bars
Written certification for coating material and coated bars shall
be submitted with the delivery of the bars.
SD-08 Manufacturer's Instructions
Polyester Resin Grout
Resin Grouted Anchors
The Contractor shall submit the manufacturer's written
instructions and recommendations for hole diameter, cartridge
selection, and tendon installation and rotation prior to
installing the anchors.
SD-11 Closeout Submittals
[
Driller Logs
The original handwritten log and three (3) copies in typed
format shall be submitted to the Contracting Officer within two
days of the completion of each hole.]
Anchor Records
Upon completion of installation of each anchor, the Contractor
shall furnish [watertightness test results and report of remedial
action taken,] [top of bond zone elevation,] bond length, free
SECTION 02490
Page 16
Previous Page
