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ASTM D4215-96

(Specification)

Standard Specification for Cold-Mixed, Cold-Laid Bituminous Paving Mixtures

Standard Specification for Cold-Mixed, Cold-Laid Bituminous Paving Mixtures

SCOPE
1.1 This specification covers cold-mixed, cold-laid and recycled cold-mixed, cold-laid bituminous paving mixtures for base, binder, leveling, and surface courses.

General Information

Status
Historical
Publication Date
31-Dec-1995
Technical Committee
D04 - Road and Paving Materials
Drafting Committee
D04.23 - Plant-Mixed Asphalt Surfaces and Bases
Current Stage
Ref Project

Relations

Replaced By
ASTM D4215-96(2002) - Standard Specification for Cold-Mixed, Cold-Laid Bituminous Paving Mixtures
Effective Date
10-May-1996

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ASTM D4215-96 - Standard Specification for Cold-Mixed, Cold-Laid Bituminous Paving MixturesASTM D4215-96 - Standard Specification for Cold-Mixed, Cold-Laid Bituminous Paving Mixtures
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ASTM D4215-96 - Standard Specification for Cold-Mixed, Cold-Laid Bituminous Paving Mixtures
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Standards Content (Sample)

Designation: D 4215 – 96
AMERICAN SOCIETY FOR TESTING AND MATERIALS
100 Barr Harbor Dr., West Conshohocken, PA 19428
Reprinted from the Annual Book of ASTM Standards. Copyright ASTM
Standard Specification for
1
Cold-Mixed, Cold-Laid Bituminous Paving Mixtures
This standard is issued under the fixed designation D 4215; 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.
3
1. Scope D 2397 Specification for Cationic Emulsified Asphalt
3
D 2399 Practice for Selection of Cutback Asphalts
1.1 This specification covers cold-mixed, cold-laid and
D 2489 Test Method for Degree of Particle Coating of
recycled cold-mixed, cold-laid bituminous paving mixtures for
3
Bituminous-Aggregate Mixtures
base, binder, leveling, and surface courses.
D 2728 Practice for Paving Uses and Application Tempera-
3
2. Referenced Documents tures for Road Tars
D 3515 Specification for Hot-Mixed, Hot-Laid Bituminous
2.1 ASTM Standards:
3
Paving Mixtures
C 127 Test Method for Specific Gravity and Absorption of
2 D 3628 Practice for Selection and Use of Emulsified As-
Coarse Aggregate
3
phalts
C 128 Test Method for Specific Gravity and Absorption of
2 D 4318 Test Method for Liquid Limit, Plastic Limit, and
Fine Aggregate
4
Plasticity Index of Soils
C 136 Test Method for Sieve Analysis of Fine and Coarse
2
Aggregates
3. Terminology
D 8 Terminology Relating to Materials for Roads and Pave-
3.1 Definitions are in accordance with Terminology D 8.
ments
3 3.2 Definitions of Terms Specific to this Standard:
D 75 Practice for Sampling Aggregates
3
3.2.1 cold-mixed, cold-laid bituminous paving mixtures—
D 140 Practice for Sampling Bituminous Materials
mixtures of coarse and fine aggregates, or coarse or fine
D 242 Specification for Mineral Filler for Bituminous Pav-
3
aggregate alone, with or without mineral filler, uniformly
ing Mixtures
mixed and laid at or near ambient temperature.
D 448 Classification for Sizes of Aggregate for Road and
3
3.2.2 cold-mixed, cold-laid recycled bituminous paving
Bridge Construction
3 mixtures—mixtures of bitumen aggregate for recycling with
D 490 Specification for Road Tar
additional mineral aggregate as necessary, with or without
D 546 Test Method for Sieve Analysis of Mineral Filler for
3 mineral filler, mixed at or near ambient temperatures with
Road and Paving Materials
additional bitumen.
D 692 Specification for Coarse Aggregate for Bituminous
3 3.2.3 bitumen-aggregate for recycling—bituminous pave-
Paving Mixtures
3
ment or paving mixture removed from its original location and
D 977 Specification for Emulsified Asphalt
3 reduced by suitable means, after removal or in place, to such
D 979 Practice for Sampling Bituminous Paving Mixtures
particle size as may be required for use in cold-mixed,
D 1073 Specification for Fine Aggregate for Bituminous
3 cold-laid recycled bituminous paving mixtures.
Paving Mixtures
D 2026 Specification for Cutback Asphalt (Slow-Curing
4. Ordering Information
3
Type)
4.1 Orders for cold bituminous paving mixtures under this
D 2027 Specification for Cutback Asphalt (Medium-Curing
3
specification shall include the following information:
Type)
4.1.1 Type of bitumen (emulsified asphalt, cutback asphalt,
D 2028 Specification for Cutback Asphalt (Rapid-Curing
3
or tar),
Type)
4.1.2 Grade of bitumen,
D 2172 Test Methods for Quantitative Extraction of Bitu-
3
4.1.3 The composition of the bituminous paving mixture
men from Bituminous Paving Mixtures
(dense mixture and mix designation; open mixture and mix
designation; open graded friction course mixture and mix
1
designation),
This specification is under the jurisdiction of ASTM Committee D-4 on Road
and Paving Materials and is the direct responsibility of Subcommittee D04.23 on
4.1.4 The maximum percentage of bitumen aggregate for
Plant-Mix Bituminous Surfaces and Bases.
recycling permitted in the mixture, and
Current edition approved May 10, 1996. Published July 1996. Originally
published as D 4215 – 82. Last previous edition D 4215 – 87 (92).
2
Annual Book of ASTM Standards, Vol 04.02.
3 4
Annual Book of ASTM Standards, Vol 04.03. Annual Book of ASTM Standards, Vol 04.08.
1

---------------------- Page: 1 ----------------------
D 4215
4.1.5 The percentage of crushed particles required in the 8.1.1 Compositions shown in Table 1 of Specification
aggregate if different from that specified in 5.2. D 3515 are based on the use of fine and coarse aggregates
having approximately the same bulk specific gravities; grading
5. Aggregates
of the total aggregate, therefore, would be the same on either a
5.1 The aggregates shall be crushed stone, crushed slag, weight or bulk volume basis. If the bulk specific gravities of
crushed gravel, or sand conforming to the quality requirement coarse and fine aggregates differ greatly, it may be desir
...

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3.1 The compression resistance perpendicular to the faces, the resistance to the extrusion during compression, and the ability to recover after release of the load are indicative of a joint filler's ability to continuously fill a concrete expansion joint and thereby prevent damage that might otherwise occur during thermal expansion. The asphalt content is a measure of the fiber-type joint filler's durability and life expectancy. In the case of cork-type fillers, the resistance to water absorption and resistance to boiling hydrochloric acid are relative measures of durability and life expectancy.
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1.1 These test methods cover the physical properties associated with preformed expansion joint fillers. The test methods include:    
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Note 1: Specific test methods are applicable only to certain types of joint fillers, as stated herein.  
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