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ASTM C1613-24

(Specification)

Standard Specification for Precast Concrete Gravity Grease Interceptor Tanks

Standard Specification for Precast Concrete Gravity Grease Interceptor Tanks

ABSTRACT
This specification covers design requirements, manufacturing practices, and performance requirements for monolithic or sectional precast concrete grease interceptor tanks. This standard describes precast concrete tanks installed to separate fats, oils, grease, soap scum, and other typical kitchen wastes associated with the food service industry. The different materials and manufacturing practices of precast concrete grease interceptor tanks are presented in details. Structural design of grease interceptor tanks shall be by calculation or by performance. The different structural design requirement of grease interceptor tanks includes; concrete strength, reinforcing steel placement, and openings. The different physical design requirements of grease interceptor tanks includes; capacity, shape, compartments, inlet and outlet pipes, baffles and outlet devices, and top slab openings. Testing for watertightness shall be performed using either vacuum testing or hydrostatic testing.
SCOPE
1.1 This specification covers design requirements, manufacturing practices, and performance requirements for monolithic or sectional precast concrete grease interceptor tanks.  
1.2 This specification describes precast concrete tanks installed to separate fats, oils, grease, soap scum, and other typical kitchen wastes associated with the food service industry.  
1.3 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 standard.  
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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.5 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.

General Information

Status
Published
Publication Date
31-Jan-2024
ICS
13.060.99 - Other standards related to water quality
23.020.10 - Stationary containers and tanks
Technical Committee
C27 - Precast Concrete Products
Drafting Committee
C27.30 - Water and Wastewater Containers
Current Stage
Ref Project

Relations

Replaces
ASTM C1613-22 - Standard Specification for Precast Concrete Gravity Grease Interceptor Tanks
Effective Date
01-Feb-2024
Refers
ASTM A706/A706M-16 - Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement
Effective Date
15-Jan-2016

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Technical specification
REDLINE ASTM C1613-24 - Standard Specification for Precast Concrete Gravity Grease Interceptor Tanks
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Standards Content (Sample)

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.
Designation: C1613 − 24
Standard Specification for
1
Precast Concrete Gravity Grease Interceptor Tanks
This standard is issued under the fixed designation C1613; 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 Welded Wire Reinforcement, Plain and Deformed, for
Concrete
1.1 This specification covers design requirements, manufac-
C33/C33M Specification for Concrete Aggregates
turing practices, and performance requirements for monolithic
C39/C39M Test Method for Compressive Strength of Cylin-
or sectional precast concrete grease interceptor tanks.
drical Concrete Specimens
1.2 This specification describes precast concrete tanks in-
C94/C94M Specification for Ready-Mixed Concrete
stalled to separate fats, oils, grease, soap scum, and other
C125 Terminology Relating to Concrete and Concrete Ag-
typical kitchen wastes associated with the food service indus-
gregates
try.
C150/C150M Specification for Portland Cement
1.3 The values stated in inch-pound units are to be regarded
C260/C260M Specification for Air-Entraining Admixtures
as standard. The values given in parentheses are mathematical
for Concrete
conversions to SI units that are provided for information only
C330/C330M Specification for Lightweight Aggregates for
and are not considered standard.
Structural Concrete
1.4 This standard does not purport to address all of the
C494/C494M Specification for Chemical Admixtures for
safety concerns, if any, associated with its use. It is the
Concrete
responsibility of the user of this standard to establish appro-
C595/C595M Specification for Blended Hydraulic Cements
priate safety, health, and environmental practices and deter-
C618 Specification for Coal Ash and Raw or Calcined
mine the applicability of regulatory limitations prior to use.
Natural Pozzolan for Use in Concrete
1.5 This international standard was developed in accor-
C685/C685M Specification for Concrete Made by Volumet-
dance with internationally recognized principles on standard-
ric Batching and Continuous Mixing
ization established in the Decision on Principles for the
C890 Practice for Minimum Structural Design Loading for
Development of International Standards, Guides and Recom-
Monolithic or Sectional Precast Concrete Water and
mendations issued by the World Trade Organization Technical
Wastewater Structures
Barriers to Trade (TBT) Committee.
C923/C923M Specification for Resilient Connectors Be-
2. Referenced Documents
tween Reinforced Concrete Manhole Structures, Pipes,
2
and Laterals
2.1 ASTM Standards:
C990 Specification for Joints for Concrete Pipe, Manholes,
A184/A184M Specification for Welded Deformed Steel Bar
and Precast Box Sections Using Preformed Flexible Joint
Mats for Concrete Reinforcement
A615/A615M Specification for Deformed and Plain Carbon- Sealants
Steel Bars for Concrete Reinforcement C1116/C1116M Specification for Fiber-Reinforced Concrete
A706/A706M Specification for Deformed and Plain Low-
C1602/C1602M Specification for Mixing Water Used in the
Alloy Steel Bars for Concrete Reinforcement
Production of Hydraulic Cement Concrete
A1064/A1064M Specification for Carbon-Steel Wire and
C1889 Practice for Minimum Structural Design Loading for
Monolithic or Sectional Precast Concrete Utility, Water,
and Wastewater Structures Using AASHTO LRFD Design
1
This specification is under the jurisdiction of ASTM Committee C27 on Precast
3
Concrete Products and is the direct responsibility of Subcommittee C27.30 on Water 2.2 ACI Standard:
and Wastewater Containers.
ACI 318 Building Code Requirements for Reinforced Con-
Current edition approved Feb. 1, 2024. Published February 2024. Originally
crete
approved in 2006. Last previous edition approved in 2022 as C1613 – 22. DOI:
10.1520/C1613-24.
2
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
3
Standards volume information, refer to the standard’s Document Summary page on Available from American Concrete Institute (ACI), P.O. Box 9094, Farmington
the ASTM website. Hills, MI 48333-9094, http://www.concrete.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C1613 − 24
4
2.3 IAPMO Documents: 4. Ordering Information
Uniform Plumbing Code
4.1 The purchaser shall include the following information in
IAPMO PS-80 Grease Inter
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: C1613 − 22 C1613 − 24
Standard Specification for
1
Precast Concrete Gravity Grease Interceptor Tanks
This standard is issued under the fixed designation C1613; 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
1.1 This specification covers design requirements, manufacturing practices, and performance requirements for monolithic or
sectional precast concrete grease interceptor tanks.
1.2 This specification describes precast concrete tanks installed to separate fats, oils, grease, soap scum, and other typical kitchen
wastes associated with the food service industry.
1.3 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 standard.
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, health, and environmental practices and determine the applicability of
regulatory limitations prior to use.
1.5 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.
2. Referenced Documents
2
2.1 ASTM Standards:
A184/A184M Specification for Welded Deformed Steel Bar Mats for Concrete Reinforcement
A615/A615M Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
A706/A706M Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement
A1064/A1064M Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
C33/C33M Specification for Concrete Aggregates
C39/C39M Test Method for Compressive Strength of Cylindrical Concrete Specimens
C94/C94M Specification for Ready-Mixed Concrete
C125 Terminology Relating to Concrete and Concrete Aggregates
C150/C150M Specification for Portland Cement
C260/C260M Specification for Air-Entraining Admixtures for Concrete
C330/C330M Specification for Lightweight Aggregates for Structural Concrete
C494/C494M Specification for Chemical Admixtures for Concrete
C595/C595M Specification for Blended Hydraulic Cements
1
This specification is under the jurisdiction of ASTM Committee C27 on Precast Concrete Products and is the direct responsibility of Subcommittee C27.30 on Water
and Wastewater Containers.
Current edition approved Jan. 1, 2022Feb. 1, 2024. Published January 2022February 2024. Originally approved in 2006. Last previous edition approved in 20172022 as
C1613 – 17.C1613 – 22. DOI: 10.1520/C1613-22.10.1520/C1613-24.
2
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 the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C1613 − 24
C618 Specification for Coal Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
C685/C685M Specification for Concrete Made by Volumetric Batching and Continuous Mixing
C890 Practice for Minimum Structural Design Loading for Monolithic or Sectional Precast Concrete Water and Wastewater
Structures
C923/C923M Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes, and Laterals
C990 Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants
C1116/C1116M Specification for Fiber-Reinforced Concrete
C1602/C1602M Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete
C1889 Practice for Minimum Structural Design Loading for Monolithic or Sectional Precast Concrete Utility, Water, and
Wastewater Structures Using AASHTO LRFD Design
3
2.2 ACI Standard:
ACI 318 Building Code Requirements for Reinforced Concrete
4
2.3 IAPMO Documents:
Uniform Plumbing Code
IAPMO PS-80 Grease Interceptors and Clarifiers
5
2.4 AASHTO Standard:
Stan
...

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ASTM
ASTM F3627-24(Guide)
Standard Guide for Premises Design Considering Snow and Ice Management for the Reduction of Pedestrian Slips

SIGNIFICANCE AND USE
5.1 This guide is intended to act as an aid during the planning, risk management, design, renovation, construction, and ongoing maintenance phases of a project by persons/entities involved (including, engineers, architects, project management personnel/facilities management, contractors, inspectors, risk managers, safety committees, government agencies, and snow removal companies and owners) to reduce snow and ice slip hazards on walkway surfaces. This guide is also intended to complement aspects from Guide F2966 to promote the management of snow and ice on premises using prevention through design strategies.
SCOPE
1.1 This guide covers design, planning, construction, renovation, maintenance, and risk management considerations of the physical exterior property with regard to snow and ice management for the purpose of reducing the risk of pedestrian slips. The provisions in this guide may also apply to the analysis of existing properties.  
1.2 Conformance with this guide may reduce, but will not eliminate, the potential for slip incidents in which the presence or accumulation of snow and ice on walkways may be a contributing factor.  
1.3 Units—The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.5 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.

  • Guide
    5 pages
    English language
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  • Guide
    5 pages
    English language
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ASTM
ASTM D4875-24(Test Method)
Standard Test Methods of Polyurethane Raw Materials: Determination of the Polymerized Ethylene Oxide Content of Polyether Polyols

SIGNIFICANCE AND USE
5.1 Measurements of EO content correlate to polyol reactivity (as related to primary hydroxyl content), linearity of foam rise, and hydrophilicity of the polyol and final product.
SCOPE
1.1 Test Method A—Proton Nuclear Magnetic Resonance Spectroscopy (1H NMR) measures polymerized ethylene oxide (EO) content of ethylene oxide (EO) propylene oxide (PO) polyether polyols used in flexible polyurethane foams and non-foams. It is suitable for diols initiated from glycols of EO or PO containing EO percentages >5. For triols initiated with glycerol (glycerin) and trimethylolpropane, an uncorrected EO value is obtained since both initiators have protons that contribute to the EO measurement.  
1.2 Test Method B—Carbon-13 Nuclear Magnetic Resonance Spectroscopy (13C NMR) measures the polymerized EO content of EO-PO polyether polyols used in flexible polyurethane foams and non-foams. It is suitable for diols and triols made from the commonly used initiators and containing EO percentages >5.  
1.3 The values stated in SI units are to be regarded as standard.  
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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.
Note 1: There is no known ISO equivalent to this standard.  
1.5 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
    7 pages
    English language
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  • Standard
    7 pages
    English language
    sale 15% off