ASTM D1369-84(2012)
(Practice)Standard Practice for Quantities of Materials for Bituminous Surface Treatments
Standard Practice for Quantities of Materials for Bituminous Surface Treatments
SIGNIFICANCE AND USE
This practice is intended to be used as a guide by those involved in the design of bituminous surface treatments. It covers typical application rates for the various types of surface treatments and covers aggregate sizes and covers recommended grades of asphaltic material for both hot and cool weather conditions.
The typical bituminous material application rates given are for normal surfaces and non-porous aggregates. Provision is made for rate adjustment when other than normal surfaces or porous aggregates, or both, are involved.
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 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.
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Standards Content (Sample)
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Designation: D1369 − 84 (Reapproved 2012)
Standard Practice for
Quantities of Materials for Bituminous Surface Treatments
This standard is issued under the fixed designation D1369; 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.
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
which approximates the nominal maximum size of the aggre-
2. Referenced Documents
gate.
2.1 ASTM Standards:
3.1.3 single-surface treatment—a wearing surface of bitu-
C29/C29M Test Method for Bulk Density (“Unit Weight”)
minousmaterialandaggregateinwhichtheaggregateisplaced
and Voids in Aggregate
uniformly over the applied bituminous material in a single
D448 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.
D490 Specification for Road Tar
D633 Volume Correction Table for Road Tar
4. Significance and Use
D946 Specification for Penetration-Graded Asphalt Cement
for Use in Pavement Construction
4.1 This practice is intended to be used as a guide by those
D977 Specification for Emulsified Asphalt
involved in the design of bituminous surface treatments. It
D1139 Specification for Aggregate for Single or Multiple
covers typical application rates for the various types of surface
Bituminous Surface Treatments
treatments and covers aggregate sizes and covers recom-
D1250 Guide for Use of the Petroleum Measurement Tables
mended grades of asphaltic material for both hot and cool
D2027 Specification for Cutback Asphalt (Medium-Curing
weather conditions.
Type)
4.2 The typical bituminous material application rates given
D2028 Specification for Cutback Asphalt (Rapid-Curing
are for normal surfaces and non-porous aggregates. Provision
Type)
is made for rate adjustment when other than normal surfaces or
D2397 Specification for Cationic Emulsified Asphalt
porous aggregates, or both, are involved.
3. Terminology
5. Rates of Application
3.1 Definitions:
5.1 Typical quantities of materials for the several types of
surface treatments are listed in Table 1 and Table 2.
This practice is under the jurisdiction of ASTM Committee D04 on Road and
Paving Materials and is the direct responsibility of Subcommittee D04.24 on
5.2 The quantities of the various gradations are normally
Bituminous Surface Treatments.
sufficient to provide a uniform cover over the area specified.
Current edition approved June 1, 2012. Published September 2012. Originally
Thequantitiesofaggregateareshownbyvolumemeasurement
approved in 1955. Last previous edition approved in 2006 as D1369 – 84 (2006).
DOI: 10.1520/D1369-84R12.
in order to minimize the effect of variations due to specific
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
gravity, particle shape, surface texture, and porosity. For job
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
control, the quantity of aggregate by volume may be converted
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. to a weight figure by determining the loose unit weight of the
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
D1369 − 84 (2012)
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 Typical Rate of
B
Type Application Size No.
3 2 2
(Square Openings) Application, ft /yd Application, gal/yd
Single initial 5 1 in. to ⁄2 in. 0.50 0.42
3 3
6 ⁄4 in. to ⁄8 in. 0.36 0.37
7 ⁄2 in. to No. 4 0.23 0.23
8 ⁄8 in. 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 D448.
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
B
Type Application Size No. Application,
(Square Openings, mm) Application, 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 D448.
aggregate and calculating or using Table 3 and Tabl
...
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