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ASTM C1802-14

(Specification)

Standard Specification for Design, Testing, Manufacture, Selection, and Installation of Fabricated Metal Access Hatches for Utility, Water, and Wastewater Structures

Standard Specification for Design, Testing, Manufacture, Selection, and Installation of Fabricated Metal Access Hatches for Utility, Water, and Wastewater Structures<rangeref></rangeref >

SCOPE
1.1 This specification covers the design, testing, manufacture, selection, and installation of fabricated metal access hatches for utility, water, and wastewater structures including utility vaults, drainage structures, valve vaults, meter vaults, wet wells, pump enclosures, utility trenches, piping trenches, and drainage trenches.  
1.2 This specification is applicable to various configurations of access hatches constructed of fabricated metal of various materials and grades for various loading conditions, traffic speeds, or both.  
1.3 Engineering design and testing criteria are provided for access hatches to be located in various areas subjected to various loading conditions, traffic speed, frequency, or combinations thereof.  
1.4 Production loading criteria is provided to allow the access hatches to be tested to verify the load capacity of the manufactured hatches.  
1.5 Hatch loading selection guidelines are included to allow selection of the proper hatch design loading for the conditions of the actual area of placement.  
1.6 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered the standard.  
1.7 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
14-Dec-2014
Technical Committee
C27 - Precast Concrete Products
Drafting Committee
C27.10 - Utility Structures
Current Stage
Ref Project

Relations

Replaced By
ASTM C1802-14e1 - Standard Specification for Design, Testing, Manufacture, Selection, and Installation of Fabricated Metal Access Hatches for Utility, Water, and Wastewater Structures<rangeref></rangeref >
Effective Date
15-Dec-2014
Referred By
ASTM C858-19 - Standard Specification for Underground Precast Concrete Utility Structures
Effective Date
15-Dec-2014

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ASTM C1802-14 - Standard Specification for Design, Testing, Manufacture, Selection, and Installation of Fabricated Metal Access Hatches for Utility, Water, and Wastewater Structures<rangeref></rangeref >ASTM C1802-14 - Standard Specification for Design, Testing, Manufacture, Selection, and Installation of Fabricated Metal Access Hatches for Utility, Water, and Wastewater Structures<rangeref></rangeref >
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ASTM C1802-14 - Standard Specification for Design, Testing, Manufacture, Selection, and Installation of Fabricated Metal Access Hatches for Utility, Water, and Wastewater Structures<rangeref></rangeref >
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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
Designation:C1802 −14
StandardSpecification for
Design, Testing, Manufacture, Selection, and Installation of
Fabricated Metal Access Hatches for Utility, Water, and
1,2
Wastewater Structures
This standard is issued under the fixed designation C1802; 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. Scope priate safety and health practices and determine the applica-
bility of regulatory limitations prior to use.
1.1 This specification covers the design, testing,
manufacture, selection, and installation of fabricated metal
2. Referenced Documents
access hatches for utility, water, and wastewater structures
3
2.1 ASTM Standards:
includingutilityvaults,drainagestructures,valvevaults,meter
A36/A36MSpecification for Carbon Structural Steel
vaults, wet wells, pump enclosures, utility trenches, piping
A53/A53MSpecification for Pipe, Steel, Black and Hot-
trenches, and drainage trenches.
Dipped, Zinc-Coated, Welded and Seamless
1.2 Thisspecificationisapplicabletovariousconfigurations
A123/A123MSpecification for Zinc (Hot-Dip Galvanized)
of access hatches constructed of fabricated metal of various
Coatings on Iron and Steel Products
materials and grades for various loading conditions, traffic
A176Specification for Stainless and Heat-Resisting Chro-
speeds, or both.
mium Steel Plate, Sheet, and Strip
1.3 Engineering design and testing criteria are provided for
A240/A240MSpecification for Chromium and Chromium-
access hatches to be located in various areas subjected to
Nickel Stainless Steel Plate, Sheet, and Strip for Pressure
various loading conditions, traffic speed, frequency, or combi-
Vessels and for General Applications
nations thereof.
A242/A242MSpecification for High-Strength Low-Alloy
Structural Steel
1.4 Production loading criteria is provided to allow the
A276Specification for Stainless Steel Bars and Shapes
access hatches to be tested to verify the load capacity of the
A325Specification for Structural Bolts, Steel, Heat Treated,
manufactured hatches.
120/105 ksi Minimum Tensile Strength
1.5 Hatchloadingselectionguidelinesareincludedtoallow
A490Specification for Structural Bolts, Alloy Steel, Heat
selection of the proper hatch design loading for the conditions
Treated, 150 ksi Minimum Tensile Strength
of the actual area of placement.
A500/A500MSpecification for Cold-Formed Welded and
1.6 The values stated in inch-pound units are to be regarded
Seamless Carbon Steel Structural Tubing in Rounds and
as standard. The values given in parentheses are mathematical
Shapes
conversions to SI units that are provided for information only
A514/A514M Specification for High-Yield-Strength,
and are not considered the standard.
Quenched and Tempered Alloy Steel Plate, Suitable for
Welding
1.7 This standard does not purport to address all of the
A529/A529M Specification for High-Strength Carbon-
safety concerns, if any, associated with its use. It is the
Manganese Steel of Structural Quality
responsibility of the user of this standard to establish appro-
A572/A572MSpecification for High-Strength Low-Alloy
Columbium-Vanadium Structural Steel
1
ThisspecificationisunderthejurisdictionofASTMCommitteeC27onPrecast
A588/A588MSpecification for High-Strength Low-Alloy
Concrete Products and is the direct responsibility of Subcommittee C27.10 on
Structural Steel, up to 50 ksi [345 MPa] Minimum Yield
Utility Structures.
CurrenteditionapprovedDec.15,2014.PublishedJanuary2015.DOI:10.1520/ Point, with Atmospheric Corrosion Resistance
C1802-14.
A618/A618MSpecification for Hot-Formed Welded and
2
This specification is primarily a design, testing, manufacturing, selection,
purchasing, and installation specification. The successful performance of this
product depends upon the proper selection of the loading criteria based on the
3
product’s actual use and the products proper installation. The purchaser of the For referenced ASTM standards, visit the ASTM website, www.astm.org, or
fabricated metal access hatches specified herein is cautioned that proper correlation contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
of the loading conditions, proper installation for the hatch specified, and provision Standards volume information, refer to the standard’s Document Summary page on
for inspection of the installation at the construction site, are required. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C1802−14
Seamless High-Strength Low-Alloy Structural Tubing F468Specification for Nonferrous Bolts,
...

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3.1 The compression resistance perpendicular to the faces, the resistance to the extrusion during compression, and the ability to recover after release of the load are indicative of a joint filler's ability to continuously fill a concrete expansion joint and thereby prevent damage that might otherwise occur during thermal expansion. The asphalt content is a measure of the fiber-type joint filler's durability and life expectancy. In the case of cork-type fillers, the resistance to water absorption and resistance to boiling hydrochloric acid are relative measures of durability and life expectancy.
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1.1 These test methods cover the physical properties associated with preformed expansion joint fillers. The test methods include:    
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7.4  
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Note 1: Specific test methods are applicable only to certain types of joint fillers, as stated herein.  
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