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ASTM D4383-96

(Specification)

Standard Specification for Plowable, Raised Retroreflective Pavement Markers

Standard Specification for Plowable, Raised Retroreflective Pavement Markers

SCOPE
1.1 This specification covers a type of plowable, retroreflective, raised pavement marker for lane marking and delineation.
1.2 Retroreflective markers are intended for nighttime visibility.
1.3 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.
1.4 The following precautionary caveat pertains only to the test methods portion, Section 10, of this specification: 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
09-Dec-2001
ICS
93.080.20 - Road construction materials
Technical Committee
D04 - Road and Paving Materials
Drafting Committee
D04.38 - Highway Traffic Control Materials
Current Stage
Ref Project

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ASTM D4383-96 - Standard Specification for Plowable, Raised Retroreflective Pavement MarkersASTM D4383-96 - Standard Specification for Plowable, Raised Retroreflective Pavement Markers
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ASTM D4383-96 - Standard Specification for Plowable, Raised Retroreflective Pavement Markers
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NOTICE: This standard has either been superseded and replaced by a new version or
withdrawn.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 4383 – 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
Plowable, Raised Retroreflective Pavement Markers
This standard is issued under the fixed designation D 4383; 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.
1. Scope D 2171 Test Method for Viscosity of Asphalts by Vacuum
4
Capillary Viscometer
1.1 This specification covers a type of plowable, retroreflec-
D 2669 Test Method for Apparent Viscosity of Petroleum
tive, raised pavement marker for lane marking and delineation.
8
Waxes Compounded with Additives (Hot Melts)
1.2 Retroreflective markers are intended for nighttime vis-
D 2712 Test Method for Hydrocarbon Traces in Propylene
ibility.
8
Concentrates by Gas Chromatography
1.3 The values stated in SI units are to be regarded as the
D 3407 Test Methods for Joint Sealants, Hot-Poured, for
standard. The values given in parentheses are for information
4
Concrete and Asphalt Pavements
only.
D 3935 Specification for Polycarbonate (PC) Unfilled and
1.4 The following precautionary caveat pertains only to the
9
Reinforced Material
test methods portion, Section 10, of this specification: This
D 4402 Test Method for Viscosity Determinations of Un-
standard does not purport to address all of the safety concerns,
5
filled Asphalts Using the Brookfield Thermoset Apparatus
if any, associated with its use. It is the responsibility of the user
10
E 284 Terminology of Appearance
of this standard to establish appropriate safety and health
E 308 Practice for Computing the Colors of Objects by
practices and determine the applicability of regulatory limita-
10
Using the CIE System
tions prior to use.
10
E 808 Practice for Describing Retroreflection
2. Referenced Documents
E 809 Practice for Measuring Photometric Characteristics
10
2.1 ASTM Standards: of Retroreflectors
2
A 536 Specification for Ductile Iron Castings
E 811 Practice for Measuring Colorimetric Characteristics
10
C 184 Test Method for Fineness of Hydraulic Cement by of Retroreflectors Under Nighttime Conditions
3
11
the 150-μm (No. 100) and 75-μm (No. 200) Sieves
2.2 Federal Specifications:
C 430 Test Method for Fineness of Hydraulic Cement by FF-W-1825A Wool and Gauze, Metallic
3
the 45-μm (No. 325) Sieve
TT-T-291 Thinner, Paint, Mineral Spirits, Regular and
4
D 5 Test Method for Penetration of Bituminous Materials
Odorless
12
D 36 Test Method for Softening Point of Bitumen (Ring-
2.3 AASHTO Standards:
5
and-Ball Apparatus)
AASHTO No. M237 Epoxy Resin Adhesive for Bonding
D 70 Test Method for Specific Gravity and Density of
Traffic Markers to Hardened Concrete
4
Semi-Solid Bituminous Materials
AASHTO No. T237 Testing Epoxy Resin Adhesive
D 92 Test Method for Flash and Fire Points by Cleveland
3. Terminology
6
Open Cup
3.1 Definitions:
D 788 Classification System for Poly(Methyl Methacrylate)
7
3.1.1 coeffıcient of luminous intensity, R (specific
(PMMA) Molding and Extrusion Compounds I
intensity)—the ratio of the luminous intensity (I)ofthe
D 1754 Test Method for Effect of Heat and Air on Asphaltic
4
retroreflector in the direction of observation to the illuminance
Materials (Thin-Film Oven Test)
(E) at the retroreflector on a plane perpendicular to the
D 1856 Test Method for Recovery of Asphalt from Solution
4
direction of the incident light, expressed in candelas per lux
by Abson Method
(cd/lx) (see Practice E 808 and Terminology E 284).
3.1.1.1 Discussion—When values are low the coefficient of
1
This specification is under the jurisdiction of ASTM Committee D-4 on Road
(retroreflected) luminous intensity may be given in millican-
and Paving Materials and is the direct responsibility of Subcommittee D04.38 on
Highway Traffic Materials.
delas per lux. In inch-pound units, R is given in candelas per
I
Current edition approved May 10, 1996. Published July 1996. Originally
published as D 4383 – 84. Last previous edition D 4383 – 95.
2
8
Annual Book of ASTM Standards, Vol 01.02.
Annual Book of ASTM Standards, Vol 05.02.
3
9
Annual Book of ASTM Standards, Vol 04.01.
Annual Book of ASTM Standards, Vol 08.02.
4 10
Annual Book of ASTM Standards, Vol 04.03. Annual Book of ASTM Standards, Vol 06.01.
5 11
Annual Book of ASTM Standards, Vol 04.04. Available from U.S. Government Printing Office, Washington, DC 20402.
6 12
Annual Book of ASTM Standards, Vol 05.01. Available from American Association of State Highway and Transportation
7
Annual Book of ASTM Standards, Vol 08.01. Officials, 444 N. Capitol, Washington, DC 20001.
1

...

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1.1 This specification2 covers asphalt binders graded by performance. Grading designations are related to the LTPPBind Online calculated maximum pavement design temperature, the minimum pavement design temperature, and the traffic loading.
Note 1: For more information on LTPPBind Online, see https://infopave.fhwa.dot.gov/Tools/LTPPBindOnline accessed May 23, 2023.  
1.2 This specification incorporates Test Method D7405 for determining non-recoverable creep compliance, Jnr. “S,” “H,” “V,” or “E” designations must be specified for standard, heavy, very heavy, and extremely heavy traffic loading, respectively.  
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Note 2: A guidance document for specifying bodies using R % for elastic properties is under development.
Note 3: For asphalt binders graded by penetration at 25 °C, see Specification D946/D946M. For asphalt binders graded by viscosity at 60 °C, see Specification D3381/D3381M. For performance-graded asphalt binder, see Specification D6373.
Note 4: AASHTO R 29 provides non-mandatory information for determining the performance grade of an asphalt binder.  
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ASTM D6373-23(Specification)
Standard Specification for Performance-Graded Asphalt Binder

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This specification covers asphalt binders graded by performance. Grading designations are related to the average seven-day maximum pavement design temperature, and minimum pavement design temperature. Asphalt binder shall be prepared by the refining of crude petroleum by suitable methods, with or without the addition of modifiers, which may be any organic material of suitable manufacture that is used in virgin or recycled condition, and that is dissolved, dispersed or reacted in asphalt cement to enhance its performance. This specification incorporates an aid for determining the critical low cracking temperature using a combination of test procedures.
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1.1 This specification2 covers asphalt binders graded by performance. Grading designations are related to the LTPPBind Online calculated maximum pavement design temperature and the minimum pavement design temperature. This specification contains Tables 1 and 2. Table 2 incorporates Practice D6816 for determining the critical low cracking temperature using a combination of Test Method D6648 and Test Method D6723 test procedures. If no table is specified, the default is Table 1.
Note 1: For more information on LTPPBind Online, see https://infopave.fhwa.dot.gov/Tools/LTPPBindOnline accessed May 23, 2023.
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