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ASTM

ASTM D4383-05e1

(Specification)

Standard Specification for Plowable, Raised Retroreflective Pavement Markers

Standard Specification for Plowable, Raised Retroreflective Pavement Markers

ABSTRACT
This specification covers a type of plowable, retroreflective, raised pavement marker for lane marking and delineation. Retroreflective markers are intended for nighttime visibility. Markers shall be classified as to type, color, and intended application. The types of markers are: type A, type B, and type E. The colors of markers are: white, yellow, red, blue, and green. The intended applications of markers are: marker to be mounted in a holder, and marker to be mounted in a recess. The construction requirements for retroreflective markers are presented in details. The coefficient of luminous intensity, abrasion resistance, compressive strength, and impact strength shall be tested to meet the requirements specified. The holder ramp hardness shall be tested to meet the requirements prescribed.
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
31-Jan-2005
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

Relations

Replaces
ASTM D4383-05 - Standard Specification for Plowable, Raised Retroreflective Pavement Markers
Effective Date
01-Feb-2005
Replaced By
ASTM D4383-12 - Standard Specification for Plowable, Raised Retroreflective Pavement Markers
Effective Date
01-Jun-2012

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ASTM D4383-05e1 - Standard Specification for Plowable, Raised Retroreflective Pavement MarkersASTM D4383-05e1 - Standard Specification for Plowable, Raised Retroreflective Pavement Markers
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ASTM D4383-05e1 - Standard Specification for Plowable, Raised Retroreflective Pavement Markers
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Standards Content (Sample)

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
´1
Designation:D4383 −05
StandardSpecification for
1
Plowable, Raised Retroreflective Pavement Markers
This standard is issued under the fixed designation D4383; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1
´ NOTE—Figure 4 was corrected editorially in August 2005.
1. Scope D92Test Method for Flash and Fire Points by Cleveland
Open Cup Tester
1.1 This specification covers a type of plowable,
D1754TestMethodforEffectsofHeatandAironAsphaltic
retroreflective, raised pavement marker for lane marking and
Materials (Thin-Film Oven Test)
delineation.
D1785Specification for Poly(Vinyl Chloride) (PVC) Plastic
1.2 Retroreflective markers are intended for nighttime vis-
Pipe, Schedules 40, 80, and 120
ibility.
D1856Test Method for Recovery ofAsphalt From Solution
by Abson Method
1.3 The values stated in SI units are to be regarded as the
standard. The values given in parentheses are for information D2171Test Method for Viscosity of Asphalts by Vacuum
Capillary Viscometer
only.
D2172TestMethodsforQuantitativeExtractionofBitumen
1.4 The following precautionary caveat pertains only to the
From Bituminous Paving Mixtures
test methods portion, Section 10, of this specification: This
D2669Test Method for Apparent Viscosity of Petroleum
standard does not purport to address all of the safety concerns,
Waxes Compounded with Additives (Hot Melts)
if any, associated with its use. It is the responsibility of the user
D4280Specification for Extended Life Type, Nonplowable,
of this standard to establish appropriate safety and health
Raised Retroreflective Pavement Markers
practices and determine the applicability of regulatory limita-
D4402Test Method for Viscosity Determination of Asphalt
tions prior to use.
at Elevated Temperatures Using a Rotational Viscometer
2. Referenced Documents D5329Test Methods for Sealants and Fillers, Hot-Applied,
for Joints and Cracks in Asphaltic and Portland Cement
2
2.1 ASTM Standards:
Concrete Pavements
A536Specification for Ductile Iron Castings
E18Test Methods for Rockwell Hardness of Metallic Ma-
C184Test Method for Fineness of Hydraulic Cement by the
terials
150-µm (No. 100) and 75-µm (No. 200) Sieves (With-
3 E284Terminology of Appearance
drawn 2002)
E308PracticeforComputingtheColorsofObjectsbyUsing
C430Test Method for Fineness of Hydraulic Cement by the
the CIE System
45-µm (No. 325) Sieve
E691Practice for Conducting an Interlaboratory Study to
D5Test Method for Penetration of Bituminous Materials
Determine the Precision of a Test Method
D36TestMethodforSofteningPointofBitumen(Ring-and-
E808Practice for Describing Retroreflection
Ball Apparatus)
E809Practice for Measuring Photometric Characteristics of
D70Test Method for Density of Semi-Solid Bituminous
Retroreflectors
Materials (Pycnometer Method)
E811Practice for Measuring Colorimetric Characteristics of
Retroreflectors Under Nighttime Conditions
4
1
This specification is under the jurisdiction ofASTM Committee D04 on Road
2.2 Federal Specifications:
and Paving Materials and is the direct responsibility of Subcommittee D04.38 on
TT-T-291Thinner,Paint,MineralSpirits,RegularandOdor-
Highway Traffic Control Materials.
less
Current edition approved Feb. 1, 2005. Published February 2005. Originally
5
2.3 AASHTO Standards:
approved in 1984. Last previous edition approved in 2003 as D4383–03. DOI:
10.1520/D4383-05E01.
AASHTO M237Epoxy ResinAdhesive for Bonding Traffic
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Markers to Hardened Concrete
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Standards volume information, refer to the standard’s Document Summary page on
4
the ASTM website. Available from U.S. Government Printing Office, Washington, DC 20402.
3
5
The last approved version of this historical standard is referenced on Available from American Association of State Highway and Transportation
www.astm.org. Officials, 444 N. Capitol, Washington, DC 20001.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
´1
D4383−05
3. Terminology 4.1.4 Show classification in the order detailed in
4.1.1-4.1.3.2: type, color, and application.
3.1 Definitions:
3.1.1 cleanability—the ability of a raised retroreflective
4.2 Holders shall be classified as to the design installed
marker to keep its optical surfaces clean under traffic and
height of the holder above the pavement.
environmental conditions.
5. Ordering Information
3.1.2 coeffıcient of luminous intensity, R —the ratio of the
I
lumino
...

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SCOPE
1.1 This test method covers the measurement of the electrical resistivity of water-barrier membrane-pavement systems when applied to concrete bridge decks.  
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1.5 Units—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.  
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Standard Specification for Performance-Graded Asphalt Binder Using the Multiple Stress Creep and Recovery (MSCR) Test

SCOPE
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.
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Note 2: A guidance document for specifying bodies using R % for elastic properties is under development.
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