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ASTM D517-98(2003)

(Specification)

Standard Specification for Asphalt Plank

Standard Specification for Asphalt Plank

SCOPE
1.1 This specification covers asphalt plank used for bridge decks as well as for industrial floors.
1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.
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.

General Information

Status
Historical
Publication Date
30-Nov-2003
ICS
91.100.50 - Binders. Sealing materials
93.080.20 - Road construction materials
Technical Committee
D04 - Road and Paving Materials
Drafting Committee
D04.34 - Preformed Joint Fillers, Sealers and Sealing Systems
Current Stage
Ref Project

Relations

Replaces
ASTM D517-98 - Standard Specification for Asphalt Plank
Effective Date
01-Dec-2003
Replaced By
ASTM D517-98(2008) - Standard Specification for Asphalt Plank
Effective Date
01-Jan-2008

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ASTM D517-98(2003) - Standard Specification for Asphalt PlankASTM D517-98(2003) - Standard Specification for Asphalt Plank
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ASTM D517-98(2003) - Standard Specification for Asphalt Plank
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: D 517 – 98 (Reapproved 2003)
Standard Specification for
Asphalt Plank
This standard is issued under the fixed designation D 517; 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 5.2 Fiber—The fibrous material shall consist of finely
divided threads or any natural or synthetic fiber (except
1.1 This specification covers asphalt plank used for bridge
asbestos) from free lumps, and when used, shall be in a
decks as well as for industrial floors.
flocculent condition. The fabric and fibrous material shall be
1.2 The values stated in SI units are to be regarded as the
free from all foreign materials.
standard. The values given in parentheses are for information
5.3 Mineral Filler—The mineral filler shall consist of finely
only.
crushed slate, limestone, silica, or other aggregate that has
1.3 This standard does not purport to address all of the
proven suitable for use with asphalt cement in constructing
safety concerns, if any, associated with its use. It is the
pavement wearing surfaces.
responsibility of the user of this standard to establish appro-
5.4 Absorption—The absorption of asphalt plank shall not
priate safety and health practices and determine the applica-
exceed 1.0 % by weight when tested in accordance with 9.2.
bility of regulatory limitations prior to use.
5.5 Brittleness—At least 80 % of the specimens tested of
2. Classification
each thickness of plank shall not show any detrimental
cracking when tested in accordance with the method described
2.1 Type I, a—Plain, butt-edge asphalt plank for use as an
in 9.3.
industrial flooring.
5.6 Hardness—The hardness of the plank, when tested in
2.2 Type I, b—Plain, butt-edge asphalt plank for use on a
accordance with the method prescribed in 9.5, shall meet the
railroad bridge as a waterproofing system protection layer.
following requirements:
2.3 Type II—Ship-lap edge asphalt plank for use on a
Temperature, Load, Penetration,
railroad bridge as a waterproofing system protection layer.
°C (°F) kg (lb.) mm (mils)
3. Ordering Information
Type I, a 25 (77) 66 (30) <0.889 (<35)
Type I, b 25 (77) 66 (30) <1.651 (<65)
3.1 The user should state the type and dimensions in the
Type II 25 (77) 66 (30) <1.651 (<65)
purchase order. If no type is specified, Type I shall be
furnished.
6. Dimensions, Mass, and Permissible Variations
6.1 Asphalt plank shall have the dimensions specified or
4. Materials and Manufacture
shown on the plans and determined in accordance with 9.4.
4.1 Asphalt plank shall be formed from a mixture of asphalt,
1 1
Tolerances of 61.6 mm ( ⁄16 in.) in thickness, 63.2 mm ( ⁄8 in.)
fibers, modifiers, or a combination thereof, and mineral filler in
in width and 66.4 mm ( ⁄4 in.) in length will be permitted.
such a manner as to produce a uniformly dense mass.
Plank sizes shall be 12 in. in width by either 24 in. or 48 in. in
4.2 In the case of Type II asphalt plank, the edges of the
1 3
length. Thickness shall be ⁄2 in., ⁄4 in., 1 in., or 1.5 in.
planks shall be of a lap joint configuration.
6.2 The asphalt plank shall conform to the following mass
requirements.
5. Requirements
Specimen Thickness, Min Mass,
5.1 Asphalt—The asphalt cement shall have such character-
2 2
mm (in.) kg/m (lbs/ft )
istics that when combined with the other ingredients, a plank
12.7 (0.5) 0.2 (5)
meeting the requirements of this specification will result.
19 (0.75) 0.3 (7.5)
25.4 (1.0) 0.4 (10)
37.5 (1.5) 0.6 (15)
This specification is under the jurisdiction of ASTM Committee D04 on Road
Specimen Thickness, Min. Mass,
and Paving Materials and is the direct responsibility of Subcommittee D04.34 on 2 2
mm (in.) kg/m (lbs/ft )
Preformed Joint Fillers, Sealers and Sealing Systems.
12.7 (0.5) 0.2 (5)
Current edition approved Dec. 1, 2003. Published January 2004. Originally
19 (0.75) 0.3 (7.5)
approved in 1938. Last previous edition approved in 1998 as D 517 – 98.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
D 517 – 98 (2003)
dropped from a height of 508 mm (20 in.) onto a 5.7 mm
25.4 (1.0) 0.4 (10)
37.5 (1.5) 0.6 (15)
(0.225 in.) diameter cylindrical pin shall not cause a crack to
extend more than 37.5 mm (1.5 in.) from the point of impact.
7. Workmanship, Finish, and Appearance
The point of impact shall be as close to the center of the sample
7.1 The asphalt plank shall be free from defects affecting its
as possible.
serviceability and appearance; it shall have straight edges and
9.4 Dimensions:
square corners.
9.4.1 Scope—This test method covers the measurement of
dimensions to determine if the sample complies with the plan
8. Sampling
or specification requirements.
8.1 For the purpose of testing, three planks shall be selected
9.4.2 Significance and Use—This test method will ensure
at random by the purchaser or his representative for each 1000
th
...

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1.1 This test method covers determination of the thickness (or height) of compacted asphalt mixture specimens.  
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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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SCOPE
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1.3 This test method should not be applied to petroleum distillates other than asphalt and asphalt binders. For the determination of density of all other petroleum distillates and viscous oils, use Test Method D4052 or D5002, or ISO 12185.  
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Standard Test Method for Viscosity of Asphalts by Vacuum Capillary Viscometer

SIGNIFICANCE AND USE
5.1 The viscosity at 60 °C [140 °F] characterizes flow behavior and may be used for specification requirements for cutback asphalt and asphalt binders.
Note 3: The quality of the results produced by this standard are dependent on the competence of the personnel performing the procedure and the capability, calibration, and maintenance of the equipment used. Agencies that meet the criteria of Specification D3666 are generally considered capable of competent and objective testing, sampling, inspection, etc. Users of this standard are cautioned that compliance with Specification D3666 alone does not completely ensure reliable results. Reliable results depend on many factors; following the suggestions of Specification D3666 or some similar acceptable guideline provides a means of evaluating and controlling some of those factors.
SCOPE
1.1 This test method covers procedures for the determination of the apparent viscosity of asphalt binder by vacuum capillary viscometers at 60 °C [140 °F]. It is applicable to materials having viscosities in the range from 0.0036 to over 20 000 Pa·s [0.036 to over 200 000 P].  
Note 1: This test method is suitable for use at other temperatures, but the precision is based on determinations on asphalt binders at 60 °C [140 °F].
Note 2: Modified asphalt binders or asphalt binders that have been conditioned or recovered are typically non-Newtonian under the conditions of this test. The apparent viscosity for non-Newtonian asphalt binders varies with shear rate. When the flow is non-Newtonian in a capillary tube, the shear rate determined using this test method may be invalid. The presence of non-Newtonian behavior for the test conditions of this test can be verified by measuring the viscosity with viscometers having different-sized capillary tubes or with different pressure heads. The defined precision limits in Section 11 may not be applicable to non-Newtonian asphalt binders. Test Method D4957 may be a more applicable method for testing non-Newtonian asphalts.  
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the 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 Material Safety Data Sheet (MSDS) or Safety Data Sheet (SDS) for details and the EPA’s website—http://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 The text of this standard references notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
1.5 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.  
1.6 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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  • Standard
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    English language
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