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ASTM D1369-84(2000)

(Practice)

Standard Practice for Quantities of Materials for Bituminous Surface Treatments

Standard Practice for Quantities of Materials for Bituminous Surface Treatments

SCOPE
1.1 This practice covers the rates of application of bituminous materials and aggregates and types and grades of bituminous materials for single and multiple bituminous surface treatments as applied to suitably prepared pavements or bases.  
1.2 This standard may involve hazardous materials, operations, and equipment. This standard does not purport to address all of the safety problems associated with its use. It is the responsibility of whoever uses this standard to consult and establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

General Information

Status
Historical
Publication Date
31-Dec-1999
ICS
91.100.50 - Binders. Sealing materials
93.080.20 - Road construction materials
Technical Committee
D04 - Road and Paving Materials
Drafting Committee
D04.24 - Asphalt Surface Treatments
Current Stage
Ref Project

Relations

Replaced By
ASTM D1369-84(2006) - Standard Practice for Quantities of Materials for Bituminous Surface Treatments
Effective Date
01-Jul-2006
Referred By
ASTM D5360-15 - Standard Practice for Design and Construction of Bituminous Surface Treatments
Effective Date
01-Jan-2000

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ASTM D1369-84(2000) - Standard Practice for Quantities of Materials for Bituminous Surface TreatmentsASTM D1369-84(2000) - Standard Practice for Quantities of Materials for Bituminous Surface Treatments
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ASTM D1369-84(2000) - Standard Practice for Quantities of Materials for Bituminous Surface Treatments
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:D1369–84 (Reapproved 2000)
Standard Practice for
Quantities of Materials for Bituminous Surface Treatments
This standard is issued under the fixed designation D 1369; 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 3.1.1 The types of surface treatments covered by this
practice are as follows:
1.1 This practice covers the rates of application of bitumi-
3.1.2 multiple-surface treatment—a wearing surface com-
nous materials and aggregates and types and grades of bitumi-
posed of bituminous material and aggregate, in which coarser
nous materials for single and multiple bituminous surface
aggregate is placed uniformly over an initial application of
treatments as applied to suitably prepared pavements or bases.
bituminous material and followed by one or more subsequent
1.2 This standard does not purport to address all of the
applications of bituminous material and smaller aggregate.
safety concerns, if any, associated with its use. It is the
3.1.2.1 Discussion—Generally, the designated maximum
responsibility of the user of this standard to establish appro-
size of the smaller aggregate is one half that of the aggregate
priate safety and health practices and determine the applica-
used in the preceding application. Each application of aggre-
bility of regulatory limitations prior to use.
gate is placed uniformly in a single layer, the thickness of
2. Referenced Documents which approximates the nominal maximum size of the aggre-
gate.
2.1 ASTM Standards:
3.1.3 single-surface treatment—a wearing surface of bitu-
C 29/C29M Test Method for Unit Weight and Voids in
minousmaterialandaggregateinwhichtheaggregateisplaced
Aggregate
uniformly over the applied bituminous material in a single
D 448 Classification for Sizes of Aggregate for Road and
layer, the thickness of which approximates the nominal maxi-
Bridge Construction
mum size of the aggregate used.
D 490 Specification for Road Tar
D 633 Volume Correction Table for Road Tar
4. Significance and Use
D 946 Specification for Penetration-Graded Asphalt Ce-
4.1 This practice is intended to be used as a guide by those
ment for Use in Pavement Construction
3 involved in the design of bituminous surface treatments. It
D 977 Specification for Emulsified Asphalt
covers typical application rates for the various types of surface
D 1139 Specification for Aggregate for Single or Multiple
3 treatments and covers aggregate sizes and covers recom-
Bituminous Surface Treatments
mended grades of asphaltic material for both hot and cool
D 1250 Guide for Petroleum Measurement Tables
weather conditions.
D 2027 Specification for CutbackAsphalt (Medium-Curing
4.2 The typical bituminous material application rates given
Type)
are for normal surfaces and non-porous aggregates. Provision
D 2028 Specification for Cutback Asphalt (Rapid-Curing
is made for rate adjustment when other than normal surfaces or
Type)
3 porous aggregates, or both, are involved.
D 2397 Specification for Cationic Emulsified Asphalt
5. Rates of Application
3. Terminology
5.1 Typical quantities of materials for the several types of
3.1 Definitions:
surface treatments are listed in Table 1 and Table 2.
5.2 The quantities of the various gradations are normally
This practice is under the jurisdiction of ASTM Committee D04 on Road and
sufficient to provide a uniform cover over the area specified.
Paving Materials and is the direct responsibility of Subcommittee D04.24 on
Thequantitiesofaggregateareshownbyvolumemeasurement
Bituminous Surface Treatments.
in order to minimize the effect of variations due to specific
CurrenteditionapprovedMarch30,1984.PublishedSeptember1984.Originally
gravity, particle shape, surface texture, and porosity. For job
issued 1955. Last previous edition D 1369 – 84.
Annual Book of ASTM Standards, Vol 04.02.
control, the quantity of aggregate by volume may be converted
Annual Book of ASTM Standards, Vol 04.03.
to a weight figure by determining the loose unit weight of the
Annual Book of ASTM Standards,Vol 05.01 (Description only; tables published
separately in twelve volumes).
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
D1369
TABLE 1 Quantities of Materials for Bituminous Surface Treatments (U.S. Customary Units)
NOTE 1—The values are typical design or target values and are not necessarily obtainable to the precision indicated.
Bituminous Mate-
Surface Treatment Aggregate
A
rial
Nominal Size Typical Rate of Ap- Typical Rate of Ap-
B
Type Application Size No.
3 2 2
(Square Openings) plication, ft /yd plication, gal/yd
Single initial 5 1 in. to ⁄2 in. 0.50 0.42
3 3
6 ⁄4in. to ⁄8in. 0.36 0.37
7 ⁄2in. to No. 4 0.23 0.23
8 ⁄8in. to No. 8 0.17 0.19
9 No. 4 to No. 16 0.11 0.13
Double initial 5 1 in. to ⁄2 in. 0.50 0.42
second 7 ⁄2 in. to No. 4 0.25 0.26
3 3
Double initial 6 ⁄4 in. to ⁄8 in. 0.36 0.37
second 8 ⁄8 in. to No. 8 0.18 0.20
Triple initial 5 1 in. to ⁄2 in. 0.50 0.42
second 7 ⁄2 in. to No. 4 0.25 0.26
third 9 No. 4 to No. 16 0.13 0.14
3 3
Triple initial 6 ⁄4 in. to ⁄8 in. 0.36 0.37
second 8 ⁄8 in. to No. 8 0.18 0.20
third 9 No. 4 to No. 16 0.13 0.14
A
Experience has shown that these quantities should be increased slightly (5 to 10 %) when the bituminous material to be used was manufactured for application with
little or no heating.
B
According to Classification D 448.
TABLE 2 Quantities of Materials for Bituminous Surface Treatments (Metric Units)
NOTE 1—The values are typical design or target values and are not necessarily obtainable to the precision indicated.
A
Surface Treatment Aggregate Bituminous Material
Typical Rate of
Nominal Size Typical Rate of Ap-
B
Type Application Size No. Application,
(Square Openings, mm) plication, litre/m
3 2
m /m
Single initial 5 25.0 to 12.5 0.017 1.90
6 19.0 to 9.5 0.012 1.68
7 12.5 to 4.75 0.008 1.04
8 9.5 to 2.36 0.006 0.86
9 4.8 to 1.2 0.004 0.59
Double initial 5 25.0 to 12.5 0.017 1.90
second 7 2.5 to 4.75 0.008 1.18
Double initial 6 19.0 to 9.5 0.012 1.68
second 8 9.5 to 2.36 0.006 0.91
Triple initial 5 25.0 to 12.5 0.017 1.90
second 7 12.5 to 4.75 0.008 1.18
third 9 4.75 to 1.18 0.004 0.63
Triple initial 6 19.0 to 9.5 0.012 1.68
second 8 9.5 to 2.36 0.006 0.91
third 9 4.75 to 1.18 0.004 0.63
A
Experience has shown that these quantities should be increased slightly (5 to 10 %) when the bituminous material to be used was manufactured for application with
little or no heating.
B
According to Classification D 448.
aggregate and calculating or
...

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5.1 Values of density are used for converting volumes to units of mass and for correcting measured volumes at the measured temperature to a standard temperature using Practice D4311/D4311M.
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Standard Test Method for Thickness or Height of Compacted Asphalt Mixture Specimens

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4.1 The thickness of a compacted asphalt mixture is often used as a construction check to ensure that the proper quantity of materials has been placed on a project, and to correct strength measurement on constant diameter specimens with varying heights.
Note 1: The text of this test method references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the test method.
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SCOPE
1.1 This test method covers determination of the thickness (or height) of compacted asphalt mixture specimens.  
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1.2.1 Section 7.4 specifies SI units because they are the units used in the equations for Test Methods D1188/D1188M and D2726/D2726M. Performing calculations without first converting any measurements made in inch-pound units to SI units in 7.4 will result in nonconformance with the standard.  
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Standard Test Method for Density of Semi-Solid and Solid Asphalt Materials (Nickel Crucible Method)

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5.1 Values of density are used for converting volumes to units of mass, and for correcting measured volumes from the temperature of measurement to a standard temperature using Practice D4311/D4311M.
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1.1 This test method covers the determination of the density of semi-solid and solid asphalt materials by weighing in air and in water.
Note 1: An alternate method for determining the density of semi-solid and solid asphalt materials is Test Method D70/D70M. For materials which are too fluid for use of this method, use Test Method D3142/D3142M.  
1.2 The values stated in SI units are to be regarded as the standard. No other units of measurement are included in this standard.  
1.3 Warning— Mercury has been designated by the United States Environmental Protection Agency (EPA) and many state agencies as a hazardous material that can cause central nervous system, kidney, and liver damage. Mercury or its vapor may be hazardous to health and corrosive to materials. Caution should be taken when handling mercury and mercury-containing products. See the applicable product Safety Data Sheet (SDS) for details and EPA’s website—www.epa.gov/mercury/faq.htm—for additional information. Users should be aware that selling mercury, mercury-containing products, or both, in your state may be prohibited by state law.  
1.4 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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