TABLE II
FINE SAND FOR SLURRY GROUT
Sieve Size
Percent by Weight Passing
---------------------------------------------------------
1.18 mm
100
0.600 mm
95-100
0.075 mm
0-2
TABLE II
FINE SAND FOR SLURRY GROUT
Sieve Size
Percent by Weight Passing
---------------------------------------------------------
No. 16
100
No. 30
95-100
No. 200
0-2
The sand gradations shown are based on sand of uniform specific gravity,
and the percentages passing the various sieves will be subject to
appropriate correction by the Contracting Officer when aggregates of
varying specific gravities are used.
2.1.5
Filler (Fly Ash)
Fly ash shall have at least 95 percent by weight of material passing the
O.075 mm No. 200 sieve. Fly ash shall conform to ASTM C 618 Class F
requirements.
2.2
BITUMINOUS MATERIAL
Bituminous material shall conform to the requirements of [ASTM D 3381 and
shall be of the viscosity grade [AC-10] [AC-20] [AC-30] [AR-4000] [AR-8000]
with an original penetration of 40 to 100.][AASHTO MP 1a Performance Grade
(PG) [_____]].
2.3
CEMENT
The cement used in the slurry grout shall be portland cement conforming to
ASTM C 150, Type [I] [II] [III] [V].
2.4
CROSS POLYMER RESIN
**************************************************************************
NOTE: The cross polymer resin to be used in the
slurry grout, Prosalvia-7, is a proprietary product
which has been waived for use throughout the Corps
of Engineers and is available from the Alyan
Corporation, P.O. Box 788, Vienna, VA 22183, (703)
573-8134.
A complete description of the Marsh flow cone and
the grout viscosity test method is found in ETL
1110-1-177 "Use of Resin Modified Pavement (RMP)".
SECTION 02746
Page 12
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