Standard Specification for Crushed Aggregate for Macadam Pavements

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1.1 This specification covers crushed aggregate suitable for use in the construction of dry- or water-bound macadam base courses and bituminous penetration macadam base and surface courses of pavements.  
1.2 The values stated in inch-pound units are to be regarded as standard. The SI equivalents shown in parentheses may be approximate.

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Publication Date
09-Dec-1998
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ASTM D693-98 - Standard Specification for Crushed Aggregate for Macadam Pavements
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NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: D 693 – 98
Standard Specification for
Crushed Aggregate for Macadam Pavements
This standard is issued under the fixed designation D 693; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope 3. Ordering Information
1.1 This specification covers crushed aggregate suitable for 3.1 Orders for material under this specification shall include
use in the construction of dry- or water-bound macadam base the following information:
courses and bituminous penetration macadam base and surface 3.1.1 Name of material (Crushed Aggregate for Macadam
courses of pavements. Construction),
1.2 The values stated in SI units are to be regarded as 3.1.2 ASTM designation (D 693 and year of issue),
standard. The inch-pound units, shown in parentheses, are for 3.1.3 Grading (Size Number) to be furnished (see 5.7 and
information only. Note 2),
3.1.4 Whether to be used in base course or surface course
2. Referenced Documents
(see 5.1),
2.1 ASTM Standards:
3.1.5 Whether for dry- or waterbound construction, or
C 29/C29M Test Method for Unit Weight and Voids in bituminous construction (see 5.4),
Aggregate
3.1.6 Quantity required, and
C 88 Test Method for Soundness of Aggregates by Use of 3.1.7 Special requirements.
Sodium Sulfate or Magnesium Sulfate
4. General Characteristics
C 131 Test Method for Resistance to Degradation of Small-
Size Coarse Aggregate by Abrasion and Impact in the Los 4.1 Crushed Stone or Crushed Gravel—The crushed stone
Angeles Machine or crushed gravel shall consist of reasonably clean, tough,
C 136 Test Method for Sieve Analysis of Fine and Coarse durable fragments.
Aggregates 4.2 Crushed Slag—The crushed slag shall be air-cooled
C 535 Test Method for Resistance to Degradation of Large- blast-furnace slag and shall consist of fragments reasonably
Size Coarse Aggregate by Abrasion and Impact in the Los clean, tough, durable, and consistent in density and quality.
Angeles Machine 4.3 Choking Material for Dry- or Water-bound Macadam
D 75 Practice for Sampling Aggregates Base Courses—The choking material shall consist of natural
D 448 Classification for Sizes of Aggregate for Road and sand or the fine product resulting from crushing coarse
Bridge Construction aggregate.
D 3665 Practice for Random Sampling of Construction
3 5. Physical Requirements
Materials
5.1 Degradation—The aggregates (with the exception of
D 4318 Test Method for Liquid Limit, Plastic Limit, and
Plasticity Index of Soils Crushed Slag) shall conform to the following requirements:
D 4791 Test Method for Flat Particles, Elongated Particles, Base courses Surface courses
or Flat and Elongated Particles in Coarse Aggregate
Loss, Los Angeles Machine, max., % 50 40
5.2 Bulk Density of Slag—Air-cooled blast-furnace slag
coarse aggregate, when tested in size No. 57 or No. 8, shall
This method is under the jurisdiction of ASTM Committee D-4 on Road and
3 3
have a rodded bulk density not less than 1120 kg/m (70 lb/ft
Paving Materials and is the direct responsibility of Subcommittee D04.50 on
).
Aggregate Specifications.
Current edition approved Dec. 10, 1998. Published March 1999. Originally
5.3 Crushed Pieces in Gravel—Crushed gravel shall consist
{1
published as D693 – 42 T. Last previous edition D 693 – 84 (1993) .
of particles with not less than 75 weight % of the portion
Annual Book of ASTM Standards, Vol 04.02.
3 retained on a 4.75-mm- (No. 4-) sieve having at least two
Annual Book of ASTM Standards, Vol 04.03.
Annual Book of ASTM Standards, Vol 04.08. fractured faces.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
D693–98
NOTE 1—Some sources of gravel contain angular particles which will
6. Methods of
...

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