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NRCS Material Specification 592—Geotextile
01/19/2010
This specification covers the quality of geotextiles. Includes sections on "General Requirements," "Classification," "Sampling and Testing," and "Shipping and Storage." This update (2009) replaces the 2005 specification.
ID: 69
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Author: National Resources Conservation Service
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NRCS Material Specification 594—Flexible Membrane Liner
01/19/2010
From the NRCS National Engineering Handbook. This specification covers the quality of High Density Polyethylene (HDPE), Linear Low Density Polyethylene (LLDPE), Ethylene Propylene Diene Monomer (EPDM), Poly Vinyl Chloride (PVC), and Polypropylene (PP) flexible liner, seams, gaskets, metal battens, bolts, embed channels, clamps, and sealant. Includes sections on "Material" and "Liner Properties" and tables of those minimum properties. Published in 2009, this replaces previous iterations.
ID: 70
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Author: National Resources Conservation Service (NRCS)
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BS EN 1097-8:2009 Tests for mechanical and physical properties of aggregates. Determination of the polished stone value
11/10/2009
BS EN 1097-8 describes the test method for mechanical and physical properties of aggregates. This part of the BS EN 1097 series of standards concentrates on determining the polished stone value (PSV) of a coarse aggregate used in road surfacing. PSV is a measure of the resistance of coarse aggregate to the polishing action of vehicle tyres under conditions similar to those occurring on the surface of a road. For other purposes, in particular factory production control, other methods may be used provided that an appropriate working relationship with the reference method has been established. This standard also describes an optional method for the determination of the aggregate abrasion value (AAV). The AAV method should be used when particular types of skid resistant aggregates (typically those with a PSV of 60 or greater) which can be susceptible to abrasion under traffic, are required. CONTENTS of BS EN 1097-8: Foreword; Scope; Normative references; Definitions; Principle; Sampling; Materials; Apparatus; Preparation of test specimens; Conditioning of the rubber-tyred wheel; Accelerated polishing of specimens; Friction test procedure; Calculation and expression of results; Test report; Annex A (normative) Determination of aggregate abrasion value (AAV); Annex B (normative) Control of materials; Annex C (normative) Calibration of the accelerated polishing machine; Annex D (normative) Calibration of the friction tester and sliders; Annex E (informative) Precision; Bibliography.
ID: 67
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Author: BSI - British Standards Institute
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Introduction to Sample Specification - Concrete Protection Products
03/26/2007
The following specification guideline reflects current industry installation procedures and
GSE StudLiner quality control test procedures. This guideline is presented as a sample
format to be used as a guide only in preparing project specific specification.
ID: 62
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Author: GSE Lining Technology Inc.
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Draft Specification for Corrosion Protection Lining (CPL) Manufactured of High Density Polyethylene (HDPE)
03/20/2007
1.Scope
This specification covers:
• General outline of the application,
• Preliminary requirements,
• Manufacturing and supply requirements,
• Installation in pre-cast concrete elements and cast in-situ concrete structures,
• Testing,
• Repairs.
ID: 61
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Author: Anchor Lining Systems
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PVC Geomembrane Fabrication and Installation Specification
09/06/2006
After more than two years of intensive revision by the PVC Geomembrane Institute (PGI), the Fabrication and Installation Specification for PVC Geomembranes is complete.
The specification addresses the relevant topics for fabrication and installation of PVC geomembranes including: submittals, qualifications, geomembrane packaging and shipping, on-site placement conditions, factory and field seaming, geomembrane warranty, field quality control, anchor trench construction and backfilling, and safely covering the geomembrane. Some of the issues specifically addressed during the revision process include air channel testing of field seams, new ASTM material specification for PVC geomembranes, and destructive field seam testing.
The Specification is designed for specifiers and designers to use directly in project-specific documents or for simply attaching to project-specific documents. The new Fabrication and Installation Specification for PVC Geomembranes can be accessed by clicking the link below.
ID: 60
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Author: PVC Geomembrane Institute - PGI
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GRI-GCL3 Standard Specification for Test Methods, Required Properties, and Testing Frequencies of Geosynthetic Clay Liners ( GCLs )
06/13/2005
This specification was developed by the Geosynthetic Research Institute (GRI), with the
cooperation of the member organizations for general use by the public. It is completely optional
in this regard and can be superseded by other existing or new specifications on the subject matter
in whole or in part. Neither GRI, the Geosynthetic Institute, nor any of its related institutes,
warrant or indemnifies any materials produced according to this specification either at this time
or in the future. 1. Scope
1.1 This specification covers the manufacturing quality control (MQC) of geosynthetic
clay liners (GCLs), describing types of tests, the proper test methods, minimum
and sometimes maximum values, and the minimum testing frequencies.
Note 1: Geosynthetic Clay Liners (GCLs) are also called Clay
Geosynthetics Barriers (GBR-Cs).
1.2 There are two general categories of GCLs covered in this specification: reinforced
and nonreinforced. Within each category there are geotextile, polymer coated
geotextiles, and geomembrane/geofilm related types.
1.3 This specification is intended to aid manufacturers, suppliers, purchasers and users
of GCLs in establishing an acceptable level of effort for manufacturing quality
control. 1.4 This specification does not address manufacturing quality assurance (MQA),
product acceptance testing, or conformance testing. These are independent
activities taken by organizations other than the GCL manufacturer.
1.5 The values stated in SI (metric) units are to be regarded as the standard. The U.S.
(English) units are calculated values using a “soft” conversion accuracy.
1.6 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.
ID: 59
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Author: GRI
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Division 02 - Site Construction Section 02111 - Excavation and Handling of Contaminated Material
04/11/2005
NOTE: This guide specification covers the
requirements for excavation, handling, and temporary
storage of contaminated material.
Comments and suggestions on this guide specification
are welcome and should be directed to the technical
proponent of the specification. A listing of
technical proponents, including their organization
designation and telephone number, is on the Internet.
Recommended changes to a UFGS should be submitted as
a Criteria Change Request (CCR).
Use of electronic communication is encouraged.
Brackets are used in the text to indicate designer
choices or locations where text must be supplied by
the designer.
ID: 42
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Author: United States Army Corps of Engineers ( USACE )
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Division 02 - Site Construction Section 02140 - Select Fill and Topsoil for Landfill Cover
04/11/2005
This guide specification covers the
requirements for select fill and topsoil layers for
landfill cover systems. Select fill is the term
used by USACE to describe soil layers placed
directly on geosynthetic materials.
Comments and suggestions on this guide specification
are welcome and should be directed to the technical
proponent of the specification. A listing of
technical proponents, including their organization
designation and telephone number, is on the Internet.
Recommended changes to a UFGS should be submitted as
a Criteria Change Request (CCR).
Use of electronic communication is encouraged.
Brackets are used in the text to indicate designer
choices or locations where text must be supplied by
the designer.
ID: 43
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Author: United States Army Corps of Engineers ( USACE )
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Division 02 - Site Construction Section 02115A - Underground Storage Tank Removal
04/11/2005
This guide specification covers the
requirements for removal and disposal of
underground, nonhardened tanks used to store
petroleum products, waste oils or hazardous wastes.
Comments and suggestions on this guide specification
are welcome and should be directed to the technical
proponent of the specification. A listing of
technical proponents, including their organization
designation and telephone number, is on the Internet.
Recommended changes to a UFGS should be submitted as
a Criteria Change Request (CCR).
Use of electronic communication is encouraged.
Brackets are used in the text to indicate designer
choices or locations where text must be supplied by
the designer.
ID: 41
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Author: United States Army Corps of Engineers ( USACE )
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Division 02 - Site Construction Section 02151 - Soil Washing Through Separation/Solubilization
04/11/2005
This guide specification covers the
requirements for removal of heavy metals/inorganics,
organics, and radioactive wastes by water-based soil
washing.
Comments and suggestions on this guide specification
are welcome and should be directed to the technical
proponent of the specification. A listing of
technical proponents, including their organization
designation and telephone number, is on the Internet.
Recommended changes to a UFGS should be submitted as
a Criteria Change Request (CCR).
Use of electronic communication is encouraged.
Brackets are used in the text to indicate designer
choices or locations where text must be supplied by
the designer.
ID: 44
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Author: United States Army Corps of Engineers ( USACE )
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Division 02 - Site Construction Section 02160 - Separation/Solubilization ( S/S ) of Contaminated Material
04/11/2005
This guide specification covers the
requirements for solidification/stabilization (S/S)
of contaminated materials.
Comments and suggestions on this guide specification
are welcome and should be directed to the technical
proponent of the specification. A listing of
technical proponents, including their organization
designation and telephone number, is on the Internet.
Recommended changes to a UFGS should be submitted as
a Criteria Change Request (CCR).
Use of electronic communication is encouraged.
Brackets are used in the text to indicate designer
choices or locations where text must be supplied by
the designer.
ID: 45
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Author: United States Army Corps of Engineers ( USACE )
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