ASTM D5711-03

Standard Test Method for Determining the Adherent Coating on Coarse Aggregates (Withdrawn 2012)

SIGNIFICANCE AND USE
This test method assigns a measurable value to the amount of fine material adhering to the aggregate.
SCOPE
1.1 This test method is used to determine the adherent coating on coarse aggregate (aggregate retained on the 2.36-mm (No. 8) sieve) for the following purposes:
1.1.1 Preliminary investigation of mineral aggregate sources.
1.1.2 Control of mineral aggregates used in hot mix asphalt (HMA) pavements, seal coats, cover coats, surface treatments, cold mix asphalt, and portland cement concrete at the source of supply.
1.1.3 Control of mineral aggregate processing requirements.
1.1.4 Acceptance or rejection of aggregates based on adherent coating.
1.2 The values shown in SI units are to be regarded as the standard.
1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
Note 1—This test method is modeled after Federal Land Highways T 512-94.

General Information

• Status: Withdrawn
• Publication Date: 09-Jul-2003
• Withdrawal Date: 11-Jan-2012
• ICS: 19.120 - Particle size analysis. Sieving
• Technical Committee: D04 - Road and Paving Materials
• Drafting Committee: D04.51 - Aggregate Tests

Relations

• Replaces: ASTM D5711-95 - Standard Test Method for Adherent Fines
• Effective Date: 10-Jul-2003
• Referred By: ASTM D6155-19 - Standard Specification for Nontraditional Coarse Aggregates for Asphalt Paving Mixtures
• Effective Date: 10-Jul-2003
• Referred By: ASTM D5106-22 - Standard Specification for Steel Slag Aggregates for Asphalt Paving Mixtures
• Effective Date: 10-Jul-2003

Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation:D5711–03
Standard Test Method for
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Determining the Adherent Coating on Coarse Aggregates
This standard is issued under the fixed designation D5711; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope Bridge Construction
E11 SpecificationforWovenWireTestSieveClothandTest
1.1 This test method is used to determine the adherent
Sieves
coating on coarse aggregate (aggregate retained on the
2.36-mm (No. 8) sieve) for the following purposes:
3. Terminology
1.1.1 Preliminary investigation of mineral aggregate
3.1 Definitions:
sources.
3.1.1 adherent coating, n—fineparticlessmallerthan75-µm
1.1.2 Control of mineral aggregates used in hot mix asphalt
(No. 200) that stick (adhere) to the coarse aggregate particles.
(HMA) pavements, seal coats, cover coats, surface treatments,
3.1.2 coarse aggregate, n—aggregate predominately re-
cold mix asphalt, and portland cement concrete at the source of
tained on the 2.36-mm (No. 8) sieve.
supply.
1.1.3 Control of mineral aggregate processing requirements.
4. Summary of Test Method
1.1.4 Acceptance or rejection of aggregates based on adher-
4.1 A sample of dry aggregate is separated on the 2.36-mm
ent coating.
(No. 8) sieve. The mass of the material coarser than the
1.2 The values shown in SI units are to be regarded as the
2.36-mm (No. 8) sieve is determined and the material is
standard.
washed over a 75-µm (No. 200) sieve. After drying, the mass
1.3 This standard does not purport to address all of the
of the sample is again determined and compared to the original
safety concerns, if any, associated with its use. It is the
sample mass. The difference in the masses is determined and
responsibility of the user of this standard to establish appro-
calculated as a percentage of the original mass and reported as
priate safety and health practices and determine the applica-
adherent coating.
bility of regulatory limitations prior to use.
5. Significance and Use
NOTE 1—This test method is modeled after Federal Land Highways T
512-94.
5.1 This test method assigns a measurable value to the
amount of fine material adhering to the aggregate.
2. Referenced Documents
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2.1 ASTM Standards:
6. Apparatus
C117 TestMethodforMaterialsFinerthan75-µm(No.200)
6.1 Balances—Balances or scales readable to 0.1 g and
Sieve in Mineral Aggregates by Washing
accurate to 0.1 g or 0.1 % of the test load, whichever is greater,
C136 Test Method for Sieve Analysis of Fine and Coarse
at any point within the range of use.
Aggregates
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6.2 Sieves—37.5-mm (1.5-in.), 25-mm (1-in.), 19-mm ( ⁄4-
C702 Practice for Reducing Samples of Aggregate to Test-
1 3
in.), 12.5-mm ( ⁄2-in.), 9.5-mm ( ⁄8-in.), 4.75-mm (No. 4),
ing Size
2.36-mm (No. 8), and 75-µm (No. 200) in accordance with the
D75 Practice for Sampling Aggregates
requirements of Specification E11.
D448 Classification for Sizes of Aggregate for Road and
6.3 Mechanical Sieve Shaker—A mechanical sieve shaker
shall impart a vertical, or lateral and vertical, motion to the
1 sieve, causing the particles thereon to bounce and turn so as to
This test method is under the jurisdiction of ASTM Committee D04 on Road
present different orientations to the sieving.
and Paving Materials and is the direct responsibility of Subcommittee D04.51 on
Aggregate Tests.
NOTE 2—Tyler Rotap, Soiltest model CL-305A and Rainhart 637
Current edition approved July 10, 2003. Published September 2003. Originally
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(“Maryann”) shakers have been found to be acceptable. Others that
approved as Proposal P 242 in 1994. Last previous edition approved in 1995 as
D5711 – 95. DOI: 10.1520/D5711-03.
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For referenced ASTM standards, visit the ASTM website, www.astm.org, or
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contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM AvailablefromW.S.Tyler,3200BessemerCityRoad,Box8900,Gastonia,NC
Standards volume information, refer to the standard’s Document Summary page on 28053, and Soiltest Inc., 86 Albreicht Dr., P.O. Box 8004, Lake Bluff, IL
the ASTM website. 60044-8004.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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D5711–03
provide comparable results to these models are also acceptable.
8.3 Determine and record the mass of the total material
coarser than the 2.36-mm (No. 8) sieve. (W )
6.4 Oven—An oven of appropriate size capable of main- a
8.4 Determing and record the mass of the material finer than
taining a uniform temperature of 110 6 5°C (230 6 9°F).
the 75-µm (No. 200) sieve coating the material by washing in
7. Sampling
accordance w
...