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11/22/05 - Response prepared
by Jeffry Cannon, Laboratory Manager, Kleinfelder, Inc.,
Sacramento
UBC Section 1924.10 states that
shotcrete with maximum nominal aggregate larger than 3/8-inch
shall be tested using 3-inch diameter cores or 3-inch cubes.
Shotcrete with maximum nominal aggregate of 3/8-inch or smaller
shall be tested using 2-inch diameter cores or 2-inch cubes.
ASTM C1140 requires shotcrete
be tested as drilled cores or sawed cubes, and references C42
and C513, respectively, for obtaining the specimens. Cores shall
be at least 3.70-inches in diameter for load bearing structural
shotcrete. Cores for non-load bearing shotcrete, or when it
is impossible to obtain cores with length-diameter ratios greater
than or equal to 1, are not prohibited. Cubes shall be
2-inches to 4-inches in size, with no size requirement based
on aggregate size.
COMMENTS
ASTM Subcommittee C09.46, who has jurisdiction
over C1140 will be replacing the requirements of C42 with a
new ASTM designated as C1604-05 Standard Test Method for
Obtaining and Testing Drilled Cores of Shotcrete. This new
standard has the following requirements:
8. CORES FOR
COMPRESSIVE STRENGTH
8.1 Diameter - The diameter
of core specifications for the determination of compressive
strength in load bearing structural members shall be at least
3.0 in. [75 mm] (see Note 4).
Core diameters less than 3.0
in. [75 mm] shall be permitted as directed by the specifier
of the tests.
Note 4 - The compressive strengths
of 2-in. [50-mm] diameter cores are known to be somewhat lower
and more variable than those of 3-in. [75-mm] diameter cores.
In addition, smaller diameter cores appear to be more sensitive
to the effect of the length-diameter ratio.
This new standard will bring
us better into alignment with IBC, UBC and CBC.
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