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ASTM E1612-94(2005)

(Specification)

Standard Specification for Preformed Architectural Compression Seals for Buildings and Parking Structures

Standard Specification for Preformed Architectural Compression Seals for Buildings and Parking Structures

ABSTRACT
This specification covers the physical requirements for the fully cured elastomeric alloy and the movement capabilities of preformed architectural compression seals used for sealing expansion joints in buildings and parking structures. The preformed architectural compression seal is a rectangular elastomeric extrusion, having an internal baffle system produced continuously and longitudinally throughout the material. The architectural compression seal functions under compression and is usually chemically bonded in place with an adhesive. The architectural compression seal shall be a preformed extrusion manufactured from a fully cured elastomeric alloy, which shall be classified either M2CE 706 A16B15C12C20F19Z1Z2, or M2CE 708 A16B15C12C20F19Z1Z2. Materials shall be tested and the individual grades shall conform to the specified values of tensile strength, elongation at break, hardness, specific gravity, modulus, weight gain, ozone resistance, compression set, heat aging, ultimate tensile strength and elongation, tear resistance, brittleness temperature, water absorption, and movement capabilities. Workmanship, color, and appearance are also detailed.
SCOPE
1.1 This specification covers the physical requirements for the fully cured elastomeric alloy and the movement capabilities of preformed architectural compression seals used for sealing expansion joints in buildings and parking structures. The preformed architectural compression seal is a rectangular elastomeric extrusion, having an internal baffle system produced continuously and longitudinally throughout the material. The architectural compression seal functions under compression and is usually chemically bonded in place with an adhesive. Note 1-Movement capability is defined in Test Method E 1399.
1.2 This specification covers all colors of architectural compression seals.
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 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-Apr-2005
ICS
91.100.50 - Binders. Sealing materials
Technical Committee
E06 - Performance of Buildings
Drafting Committee
E06.21 - Serviceability
Current Stage
Ref Project

Relations

Replaces
ASTM E1612-94(2000) - Standard Specification for Preformed Architectural Compression Seals for Buildings and Parking Structures
Effective Date
01-May-2005
Replaced By
ASTM E1612-94(2009) - Standard Specification for Preformed Architectural Compression Seals for Buildings and Parking Structures
Effective Date
01-Nov-2009

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ASTM E1612-94(2005) - Standard Specification for Preformed Architectural Compression Seals for Buildings and Parking StructuresASTM E1612-94(2005) - Standard Specification for Preformed Architectural Compression Seals for Buildings and Parking Structures
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ASTM E1612-94(2005) - Standard Specification for Preformed Architectural Compression Seals for Buildings and Parking Structures
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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: E1612 – 94 (Reapproved 2005)
Standard Specification for
Preformed Architectural Compression Seals for Buildings
and Parking Structures
This standard is issued under the fixed designation E1612; 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.
1. Scope D518 Test Method for Rubber Deterioration—Surface
Cracking
1.1 This specification covers the physical requirements for
D624 Test Method for Tear Strength of Conventional Vul-
thefullycuredelastomericalloyandthemovementcapabilities
canized Rubber and Thermoplastic Elastomers
of preformed architectural compression seals used for sealing
D746 Test Method for Brittleness Temperature of Plastics
expansion joints in buildings and parking structures. The
and Elastomers by Impact
preformed architectural compression seal is a rectangular
D792 Test Methods for Density and Specific Gravity (Rela-
elastomeric extrusion, having an internal baffle system pro-
tive Density) of Plastics by Displacement
duced continuously and longitudinally throughout the material.
D865 TestMethodforRubber—DeteriorationbyHeatingin
The architectural compression seal functions under compres-
Air (Test Tube Enclosure)
sion and is usually chemically bonded in place with an
D1052 Test Method for Measuring Rubber Deterioration—
adhesive.
Cut Growth Using Ross Flexing Apparatus
NOTE 1—Movement capability is defined in Test Method E1399.
D1149 Test Methods for Rubber Deterioration—Cracking
1.2 This specification covers all colors of architectural in an Ozone Controlled Environment
compression seals. D2000 Classification System for Rubber Products in Auto-
1.3 The values stated in SI units are to be regarded as the motive Applications
standard. The values given in parentheses are for information D2240 Test Method for Rubber Property—Durometer
only. Hardness
1.4 This standard does not purport to address all of the D3183 Practice for Rubber—Preparation of Pieces for Test
safety concerns, if any, associated with its use. It is the Purposes from Products
responsibility of the user of this standard to establish appro- E577 Guide for Dimensional Coordination of Rectilinear
priate safety and health practices and determine the applica- Building Parts and Systems
bility of regulatory limitations prior to use. E631 Terminology of Building Constructions
E1399 Test Method for Cyclic Movement and Measuring
2. Referenced Documents
the Minimum and Maximum Joint Widths ofArchitectural
2.1 ASTM Standards:
Joint Systems
D395 Test Methods for Rubber Property—Compression Set
3. Terminology
D412 Test Methods for Vulcanized Rubber and Thermo-
plastic Elastomers—Tension 3.1 Definitions—Terms defined in Terminology E631 will
D471 Test Method for Rubber Property—Effect of Liquids prevail for terms not defined in this specification.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 architectural compression seal—a preformed extru-
This specification is under the jurisdiction of ASTM Committee E06 on
sion,manufacturedfromafullycuredelastomericalloy,having
Performance of Buildings and is the direct responsibility of Subcommittee E06.21
an internal baffle system produced continuously and longitu-
on Serviceability.
Current edition approved May 1, 2005. Published May 2005. Originally
dinally throughout the material without flanges or means of
approved in 1994. Last previous edition approved in 2000 as E1612 – 94 (2000).
securing it mechanically.
DOI: 10.1520/E1612-94R05.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
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 Withdrawn. The last approved version of this historical standard is referenced
the ASTM website. on www.astm.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
E1612 – 94 (2005)
TABLE 2 Material Requirements for Architectural Compression
3.2.2 architectural joint system—any filler or cover, except
Seals
poured or formed in place sealants, used to span, cover, fill, or
Property Requirement Test Method
seal a joint.
Tensile strength, min, MPa (psi) 4.3 (625) D412
NOTE 2—Joint is defined in Guide E577.
Elongation at break, min, % 300 D412
Hardness, Type A durometer, points 68 6 8 D2240
4. Materials and Manufacture
(5 s delay)
Ozone resistance, 1 ppm, 100 h at No Cracks D1149
4.1 The architectural compression seal shall be a preformed
40°C (104°F) 7 3 magnification
extrusion manufactured from a fully cured elastomeric alloy.
Compression set, % max, 22 h at 35 D395
100°C (212°F)
This alloy shall be classified under Classification System
Compression set, % max, 70 h at 40 D395
D2000 as either of the following:
100°C (212°F)
4.1.1 M2CE 706 A16B15C12C20F19Z1Z2, or
Heat aging, 70 h at 100°C (212°F) D865
change in:
4.1.2 M2CE 708 A16B15C12C20F19Z1Z2.
Hardness, Shore A, max, points (5 s delay) 4
4.2 Z1 represents more than 2 000 000 flex cycles as tested
Ultimate tensile strength, max, 15
under the Ross Flex Test, Test Method D1052. % loss
Ultimate elongation, max, % loss 15
4.3 Z2 represents a 40 % maximum compression set as per
Tear resistance, min, N/mm (lb/in.) 21 (120) D624
Test Methods D395, Method B, 22 h at 125°C (257°F) at 25 %
Brittleness temperature, min, °C (°F) −48 (−55) D746
deflection. Water absorption, max, % loss/gain 4 D471
5. Physical Requirements
5.1 The fully cured elastomeric alloy supplied in plaque
8.1.2 Without flanges and nosing material(s).
form shall conform to the material requirements prescribed in
Table 1. 8.1.3 Used in interior or exterior applications.
5.2 The finished architectural joint seal shall conform to the 8.1.4 Used in any construction of the building.
material requirements prescribed in Table 2.
8.2 This specification will give users, producers, building
5.3 The movement capabilities shall be established using officials, code authorities, and others a basis for verifying
Test Method E1399.
material and performance characteristics of representative
specimens under common test conditions. This specification
6. Dimensions, Mass, and Permissible Variations
will produce data on the following:
6.1 The size, shape, internal structure, and tolerances shall
8.2.1 The physical properties of the fully cured elastomeric
be as agreed upon by the purchaser and the producer or
alloy.
supplier.
8.2.2 The movement capability in relation to the nominal
joint width as defined under Test Method E1399.
7. Workmanship, Color, and Appearance
8.3 This specification compares similar architectural com-
7.1 The architectural compression seal shall be free of
pression seals but is not intended to reflect the system’s
defects in workmanship. Defects in the extrusion shall consist
application. “Similar” refers to the same type of architectural
of the following:
compression seal within the same subsection under 8.1.
7.1.1 Holes,
8.4 This specification does not provide information on the
7.1.2 Air bubbles, and
following:
7.1.3 Parts not conforming to 6.1.
8.4.1 Durability of the architectural compression seal under
7.2 The cross section of the seal shall be as agreed upon by
actual service conditions, including the effects of cycled
the purchaser and the producer or supplier.
temperature on the compression seal.
7.3 The color of the seal shall be as agreed upon by the
8.4.2 Loading capability of the system and the effects of a
purchaser and the producer or supplier.
load on the functional parameters established by this specifi-
cation.
8. Significance and Use
8.4.3 Shear and rotational movements of the specimen.
8.1 Architectural compression seals included in this speci-
8.4.4 Any other attributes of the specimen, such as fire
fication shall be those as follows:
resistance, wear resistance, chemical resistance, air infiltration,
8.1.1 Without frames.
watertightness, and so forth.
8.4.5 Testing or compatibility of substrates.
TABLE 1 Requirements for Fully Cured Elastomeric Alloy
8.4.6 Strip seals.
Injection Molded Plaques
8.4.7 Architectural compression seals used with frames.
Property Requirement Test Method
8.4.8 Architectural compression seals used with flanges and
Tensile strength, min, MPa (psi) 4.3 (625) D412
nosing material(s).
Elongation at break, min, % 300 D412
8.5 This specification is intended to be used only as one
Hardness, Type A durometer, points (5 s delay) 61–76 D2240
Specific gravity at 23°C (73°F) 0.93–1.13 D792 element in the selection of an architectural compression seal
100 % modulus, min, MPa (psi) 1.7 (250) D412
for a particular application. It is not intended as an independent
Weight gain, max, % (24 h at 121°C (73°F) 95 D471
pass or fail acceptance procedure. Other standards shall be
ASTM No. 3 Oil)
used in conjunction with this specification to evaluate the
E1612 – 94 (2005)
importance of other service conditions such as durability, 10.4.5 The grain or flow pattern for all specimens prepared
structural loading, and compatibility. for tear resistance testing (Test Method D624) shall be perpen-
dicular to the length of the die.
9. Sampling
11. Test Methods
9.1 The fully cured elastomeric alloy injection-molded
plaques shall be sampled and tested to determine material
11.1 Determine compliance of the fully cured elastomeric
conformance to Table 1.
alloy injection-molded plaques with the requirements of Table
9.2 The finished part shall also be sampled and tested to
1 by conducting the tests in accordance with
...

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1.1 This specification covers lap cement consisting of asphalt dissolved in a volatile petroleum solvent with or without mineral or other stabilizers, or both, for use with roll roofing. The fibered version of these cements excludes the use of asbestos fibers.  
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 The following precautionary caveat applies only to the test method portion, Section 6, 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.4 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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ASTM
ASTM D43/D43M-00(2024)(Specification)
Standard Specification for Coal Tar Primer Used in Roofing, Dampproofing, and Waterproofing

ABSTRACT
This specification covers coal tar primer suitable for use with coal tar pitch in roofing, dampproofing, and waterproofing below or above ground level, for application to concrete, masonry, and coal tar surfaces. Different tests shall be conducted in order to determine the following physical properties of coal tar primer: water content, consistency, specific gravity, matter insoluble in benzene, distillation, and coke residue content.
SCOPE
1.1 This specification covers coal tar primer suitable for use with coal tar pitch in roofing, dampproofing, and waterproofing below or above ground level, for application to concrete, masonry, and coal tar surfaces.  
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 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.  
1.4 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.

  • Technical specification
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ASTM
ASTM D2824/D2824M-18(2024)(Specification)
Standard Specification for Aluminum-Pigmented Asphalt Roof Coatings, Nonfibered, and Fibered without Asbestos

ABSTRACT
This specification covers three types of aluminum-pigmented asphalt roof coatings suitable for application to roofing or masonry surfaces by brush or spray. Type I is nonfibered, Type II is fibered with asbestos, and Type III is fibered other than asbestos. The coatings shall adhere to chemical requirements such as composition limits for water, nonvolatile matter, metallic aluminum, and insolubility in CS2. They shall also meet physical requirements as to uniformity, consistency, and luminous reflectance.
SCOPE
1.1 This specification covers asphalt-based, aluminum-pigmented roof coatings suitable for application to roofing or masonry surfaces by brush or spray.  
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 are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined.  
1.3 The following precautionary caveat pertains only to the test method portion, Section 8, 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.4 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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ASTM
ASTM D6356/D6356M-98(2024)(Test Method)
Standard Test Method for Hydrogen Gas Generation of Aluminum Emulsified Asphalt Used as a Protective Coating for Roofing

SIGNIFICANCE AND USE
4.1 This procedure measures the amount of hydrogen gas generation potential of aluminized emulsion roof coating. There is the possibility of water reacting with aluminum pigment to generate hydrogen gas. This situation is to be avoided, so this test was designed to evaluate coating formulations and assess the propensity to gassing.
SCOPE
1.1 This test method covers a hydrogen gas and stability test for aluminum emulsified asphalt coatings.  
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 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.  
1.4 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.

  • Standard
    4 pages
    English language
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