Deleterious substances shall be listed individually
with respective limits.
**************************************************************************
Aggregates delivered to the mixer shall meet the following requirements:
TEST LIMITS
PROPERTY
FINE AGGREGATE
COARSE AGGREGATE
TESTS
Specific Gravity
[_____]
[_____]
ASTM C 127
ASTM C 128
Absorption
[_____]
[_____]
ASTM C 127
ASTM C 128
Flat and Elongate
[_____]
25 percent max.
ASTM D 4791
[Durability Factor
[_____]
[_____]
COE CRD-C 114
using (Procedure A)
ASTM C 666/C 666M]
[Clay Lumps and
[_____]
[_____]
ASTM C 142]
Friable Particles
[Material Finer
[_____]
[_____]
ASTM C 117]
than 75 m (No. 200)
Sieve
Liquid Limit and
LL 30 max.,
[_____]
ASTM D 4318
Plastic Limit on
PI 10 max.
material passing the
75 m (No. 200)
sieve size
Not Darker than
[_____]
ASTM C 40
No. 3, Not less
ASTM C 87]
than 95 percent
[L.A. Abrasion
[_____]
[_____]
ASTM C 131
ASTM C 535]
[Soft Particles
[_____]
[_____]
COE CRD-C 130]
[Petrographic
List unwanted
[_____]
ASTM C 295]
Examination
deleterious materials
and their limits
Percent coarse
[_____]
20 percent min.
[_____]
aggregate with 2 or
more fractured faces
[Chert, less than
[_____]
[_____]
ASTM C 123
2.40 specific gravity
ASTM C 295]
[Coal and Lignite,
[_____]
[_____]
ASTM C 123]
less than 2.00
or ASTM C 295
specific gravity
SECTION 03701
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