|
 GCL (Geosynthetic Clay Liner) Specifications Specification: GCL Joint Specifications
Written by: Ian Peggs, I-CORP INTERNATIONAL
| GCL (geosynthetic clay liner) installation specifications. Generic and Gundseal specifications for end-roll, edge-roll, and bentonite strip values.
view this specification:
http://geosynthetica.net/specifications/gcls/gcl_intro.asp
GSA Specification ID:2 | Source Contact Information:
I-CORP INTERNATIONAL Inc. ( ICORP )
Ian Peggs
6072 N. Ocean Blvd.
Ocean Ridge, FL 33435 USA
Phone: + 1 561-369-0795 Fax: + 1 561-369-0895
Email: icorp@geosynthetic.com
Website:http://www.geosynthetic.com |
Specification: Materials Geosynthetic Clay Liner
Written by: Ian Peggs
| A GCL is a manufactured hydraulic barrier consisting of clay bonded to a layer or layers of geosynthetics used in contact with soil and/or other materials in geotechnical and civil engineering applications.
view this specification:
http://geosynthetica.net/specifications/gcls/gcl_intro.asp
GSA Specification ID:3 | Source Contact Information:
I-CORP INTERNATIONAL Inc. ( ICORP )
Ian Peggs
6072 N. Ocean Blvd.
Ocean Ridge, FL 33435 USA
Phone: + 1 561-369-0795 Fax: + 1 561-369-0895
Email: icorp@geosynthetic.com
Website:http://www.geosynthetic.com |
Specification: GRI-GCL3 Standard Specification for Test Methods, Required Properties, and Testing Frequencies of Geosynthetic Clay Liners ( GCLs )
Written by: GRI
| 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in this regard and can be superseded by other existing or new specifications on the subject matter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.
view this specification:
http://www.geosynthetic-institute.org/grispecs/gcl3.pdf
GSA Specification ID:59 | Source Contact Information:
Geosynthetic Institute (GSI)
Marilyn Ashley
475 Kedron Avenue
Folsom, PA 19033-1208 United States of America
Phone: (610) 522-8440 Fax: (610) 522-8441
Email: mvashley@verizon.net
Website:http://www.geosynthetic-institute.org |
Specification: ASTM Standard Guide to GCL Specifications
Written by: ASTM
| 1.1 This standard guide provides guidelines for the acceptance testing requirements for geosynthetic clay liner (GCL) materials, describing types of tests, test methods, and recommended verifications.
1.2 This standard guide is intended to aid purchasers, installers, contractors, owners, operators, designers and agencies in establishing a minimum level of effort for product acceptance testing and verification. This is intended to assurance that the supplied GCL rolls meet accepted material specifications
view this specification:
http://www.geosynthetica.net/specifications/gcls/astm_guide_gcls.asp
GSA Specification ID:28 | Source Contact Information:
ASTM
Christine Sierk
100 Barr Harbor Drive
West Conshohockern, PA 19428-2959 USA
Phone: (610) 832-9737
Email: csierk@astm.org
Website:http://www.astm.org/cgi-bin/SoftCart.exe/COMMIT/COMMITTEE/D35.htm?L+mystore+zcnc9496+1042239174 |
Specification: GCL Installation Guidelines
Written by: CETCO
| 1.1 This document provides procedures for the installation of CETCO’s GCLs in a manner that
maximizes safety, efficiency, and the physical integrity of the GCL.
1.2 These guidelines are based upon many years of experience at a variety of sites and should
be generally applicable to any type of lining project using CETCO’s GCLs. Variance from
these guidelines is at the engineer’s discretion.
1.3 The performance of the GCL is wholly dependent on the quality of its installation. It is the
installer’s responsibility to adhere to these guidelines, and to the project specifications and
drawings, as closely as possible. It is the engineer’s and owner’s responsibility to provide
construction quality assurance (CQA) for the installation, to ensure that the installation has
been executed properly. This document covers only installation procedures.
1.4 For additional guidance, refer to ASTM D5888 (Standard Guide For Storage and Handling of
Geosynthetic Clay Liners) and ASTM D 6102 (Standard Guide For Installation of Geosynthetic
Clay Liners).
view this specification:
http://www.cetco.com/lte/Content/pdf/TRZ-400%20Series%20PDF/TR-402.pdf
GSA Specification ID:29 | Source Contact Information:
CETCO
Chuck Hornaday
1500 W. Shure Drive
Arlington Heights, IL 60004
Phone: (847) 392-5800 Fax: (847) 577-5571
Email: chuck.hornaday@cetco.com
Website:http://www.cetco.com/Groups/lining/lining_home.asp |
Specification: Division 02 - Site Construction Section 02376 - Geosynthetic Clay Liner ( GCL )
Written by: United States Army Corps of Engineers ( USACE )
| This guide specification covers the
requirements for geosynthetic clay liners.
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.
view this specification:
http://www.ccb.org/docs/ufgshome/pdf/02376.pdf
GSA Specification ID:57 | Source Contact Information:
United States Army Corps of Engineers ( USACE )
USA
Phone: +1 202-761-0011
Email: webmaster@usace.army.mil
Website:http://www.usace.army.mil/ContactUs.html |
Geocomposite Specifications Specification: Specification, CQA Plan, and Installation Guide for fPP Pond Liners with Geocomposite Drainage Layer
Written by: Ian D Peggs
| Introduction: This document has been prepared for a critical liner that had to be installed very quickly because of a previous liner failure. The lining system has been redesigned, construction quality assurance will be performed, and an electrical integrity survey will probably be performed on the completed installation.
Since there is peat in the subgrade at some locations some differential settlement may be expected, hence the use of an unreinforced PP geomembrane is proposed. A beige color is suggested to maintain exposed geomembrane at the lowest temperature, but black has been specified assuming delivery of beige will be somewhat longer. It is important that an adequate UV/oxidation additive package be used to protect the geomembrane against high temperatures – ambient can reach 40°C.
view this specification:
http://www.geosynthetica.net/specifications/fPP_pond_liner_mat_install_spec.asp
GSA Specification ID:24 | Source Contact Information:
I-CORP INTERNATIONAL Inc. ( ICORP )
Ian Peggs
6072 N. Ocean Blvd.
Ocean Ridge, FL 33435 USA
Phone: + 1 561-369-0795 Fax: + 1 561-369-0895
Email: icorp@geosynthetic.com
Website:http://www.geosynthetic.com |
Geogrid Specifications Specification: Division 02 - Site Construction Section 02375 - Geogrid Soil Reinforcement
Written by: United States Army Corps of Engineers ( USACE )
| This guide specification covers the
requirements for geogrid reinforcement to enhance
the veneer soil stability for landfill liners and
covers.
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.
view this specification:
http://www.ccb.org/docs/ufgshome/pdf/02375.pdf
GSA Specification ID:56 | Source Contact Information:
United States Army Corps of Engineers ( USACE )
USA
Phone: +1 202-761-0011
Email: webmaster@usace.army.mil
Website:http://www.usace.army.mil/ContactUs.html |
General Geomembrane Specifications Specification: Liner Integrity/Leak Survey Specification
Written by: Ian Peggs, I-CORP INTERNATIONAL
| Geoelectric integrity/leak location survey statistics show there to be between 2 and 12 leaks per hectare in newly installed lining systems even if good installation and knowledgeable CQA are performed. Of these leaks, about 19% are on seams, but about 73% are stone punctures that occur during placement of the cover soil. Therefore, seams are not the Achilles' Heel of liners, punctures are.
view this specification:
http://www.geosynthetica.net/specifications/liner survey specification.asp
GSA Specification ID:8 | Source Contact Information:
I-CORP INTERNATIONAL Inc. ( ICORP )
Ian Peggs
6072 N. Ocean Blvd.
Ocean Ridge, FL 33435 USA
Phone: + 1 561-369-0795 Fax: + 1 561-369-0895
Email: icorp@geosynthetic.com
Website:http://www.geosynthetic.com |
Specification: Geomembrane Material Specifications
Written by: Ian Peggs, I-CORP INTERNATIONAL
| Geomembrane specifications from various sources are presented as they are obtained by the regulating agency in each country, national institutes, trade association, and any other nationally recognized group. We also present specifications generated by industry-recognized leaders familiar with field problems and construction quality assurance practices, with brief explanations of the differences compared to the conventional specifications. It must be recognized that these latter specifications are likely more advanced and may not be accepted by regulating agencies.
view this specification:
http://www.geosynthetica.net/specs/geomembrane/index.asp
GSA Specification ID:9 | Source Contact Information:
I-CORP INTERNATIONAL Inc. ( ICORP )
Ian Peggs
6072 N. Ocean Blvd.
Ocean Ridge, FL 33435 USA
Phone: + 1 561-369-0795 Fax: + 1 561-369-0895
Email: icorp@geosynthetic.com
Website:http://www.geosynthetic.com |
Specification: GRI.GM14 Selecting Variable Intervals for Taking Geomembrane Destructive Seam Samples Using the Method of Attributes
Written by: GRI
| 1. Scope
1.1 This guide is focused on selecting the spacing interval for taking destructive seam samples of field deployed geomembranes as a particular job progresses based on an installers ongoing record of pass - or - fail testing.
Note 1 - While subjective at this time, the guide is most applicable to large geomembrane seaming projects which require more than 100 destructive seam samples based upon the typical sampling strategy of 1 destructive sample per 150 m (500 ft).
1.2 This guide is essentially applicable to production seams. Caution should be exercized in using the guide for projects that involve complex geometries, multiple penetrations, or extreme weather conditions.
1.3 The primary target audiences for this guide are construction quality assurance (CQA) organizations, construction quality control (CQC) organizations, facility owner/operators and agency regulators having permitting authority.
1.4 The outcome of using the guide rewards good seaming performance resulting from a record of passing destructive seam tests. It also penalizes poor seaming performance resulting from a record of excessively failing seam tests.
1.5 This guide does not address the actual seam testing procedures that are used for acceptance or failure of the geomembrane seam test specimens themselves. Depending on the type of geomembrane being deployed one should use ASTM D4437, D3083, D751 and D413 for testing details in this regard. The project-specific CQA plan should define the particular criteria used in acceptance or failure.
1.6 An appendix is offered using control charts which is intended to be of assistance to geomembrane installers, i.e., construction quality control (CQC) organizations, to identify salient aspects of good and poor seaming performance.
view this specification:
http://www.geosynthetic-institute.org/grispecs/gm14/gm14.html
GSA Specification ID:21 | Source Contact Information:
Geosynthetic Institute (GSI)
Marilyn Ashley
475 Kedron Avenue
Folsom, PA 19033-1208 United States of America
Phone: (610) 522-8440 Fax: (610) 522-8441
Email: mvashley@verizon.net
Website:http://www.geosynthetic-institute.org |
Specification: Division 02 - Site Construction Section 02111 - Excavation and Handling of Contaminated Material
Written by: United States Army Corps of Engineers ( USACE )
| 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.
view this specification:
http://www.ccb.org/docs/ufgshome/pdf/02111.pdf
GSA Specification ID:42 | Source Contact Information:
United States Army Corps of Engineers ( USACE )
USA
Phone: +1 202-761-0011
Email: webmaster@usace.army.mil
Website:http://www.usace.army.mil/ContactUs.html |
Specification: Division 02 - Site Construction Section 02140 - Select Fill and Topsoil for Landfill Cover
Written by: United States Army Corps of Engineers ( USACE )
| 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.
view this specification:
http://www.ccb.org/docs/ufgshome/pdf/02140.pdf
GSA Specification ID:43 | Source Contact Information:
United States Army Corps of Engineers ( USACE )
USA
Phone: +1 202-761-0011
Email: webmaster@usace.army.mil
Website:http://www.usace.army.mil/ContactUs.html |
Specification: Division 02 - Site Construction Section 02115A - Underground Storage Tank Removal
Written by: United States Army Corps of Engineers ( USACE )
| 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.
view this specification:
http://www.ccb.org/docs/ufgshome/pdf/02115A.pdf
GSA Specification ID:41 | Source Contact Information:
United States Army Corps of Engineers ( USACE )
USA
Phone: +1 202-761-0011
Email: webmaster@usace.army.mil
Website:http://www.usace.army.mil/ContactUs.html |
Specification: Division 02 - Site Construction Section 02151 - Soil Washing Through Separation/Solubilization
Written by: United States Army Corps of Engineers ( USACE )
| 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.
view this specification:
http://www.ccb.org/docs/ufgshome/pdf/02151.pdf
GSA Specification ID:44 | Source Contact Information:
United States Army Corps of Engineers ( USACE )
USA
Phone: +1 202-761-0011
Email: webmaster@usace.army.mil
Website:http://www.usace.army.mil/ContactUs.html |
Specification: Division 02 - Site Construction Section 02160 - Separation/Solubilization ( S/S ) of Contaminated Material
Written by: United States Army Corps of Engineers ( USACE )
| 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.
view this specification:
http://www.ccb.org/docs/ufgshome/pdf/02160.pdf
GSA Specification ID:45 | Source Contact Information:
United States Army Corps of Engineers ( USACE )
USA
Phone: +1 202-761-0011
Email: webmaster@usace.army.mil
Website:http://www.usace.army.mil/ContactUs.html |
Specification: Division 02 - Site Construction Section 02181 - Remediation of Contaminated Soils by Thermal Desorption
Written by: United States Army Corps of Engineers ( USACE )
| This guide specification covers the
requirements for onsite thermal desorption of
non-radioactive materials contaminated by hazardous
or toxic organic wastes and by petroleum, oil, or
lubricants (POL).
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.
view this specification:
http://www.ccb.org/docs/ufgshome/pdf/02181.pdf
GSA Specification ID:46 | Source Contact Information:
United States Army Corps of Engineers ( USACE )
USA
Phone: +1 202-761-0011
Email: webmaster@usace.army.mil
Website:http://www.usace.army.mil/ContactUs.html |
Specification: Division 02 - Site Construction Section 02190 - Bioremediation of Soils Using Landfarming Systems
Written by: United States Army Corps of Engineers ( USACE )
| This guide specification covers the
requirements for reduction of the concentrations of
organic contaminants in soils by bioremediation
using landfarming systems. Other terms that have
been used in place of "landfarming" include "land
treatment" and "prepared bed bioreactors".
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.
view this specification:
http://www.ccb.org/docs/ufgshome/pdf/02190.pdf
GSA Specification ID:47 | Source Contact Information:
United States Army Corps of Engineers ( USACE )
USA
Phone: +1 202-761-0011
Email: webmaster@usace.army.mil
Website:http://www.usace.army.mil/ContactUs.html |
Specification: Division 02 - Site Construction Section 02191 - Bioremediation of Soils Using Windrow Composting
Written by: United States Army Corps of Engineers ( USACE )
| This guide specification covers the
requirements for reduction of the concentrations of
organic contaminants in soils by bioremediation
using windrow composting.
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 loc
view this specification:
http://www.ccb.org/docs/ufgshome/pdf/02191.pdf
GSA Specification ID:48 | Source Contact Information:
United States Army Corps of Engineers ( USACE )
USA
Phone: +1 202-761-0011
Email: webmaster@usace.army.mil
Website:http://www.usace.army.mil/ContactUs.html |
Specification: Division 02 - Site Construction Section 02377 - Clay Barrier Layer
Written by: United States Army Corps of Engineers ( USACE )
| This guide specification covers the
requirements for construction of a clay barrier
layer to isolate contaminated material from the
environment.
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.
view this specification:
http://www.ccb.org/docs/ufgshome/pdf/02377.pdf
GSA Specification ID:58 | Source Contact Information:
United States Army Corps of Engineers ( USACE )
USA
Phone: +1 202-761-0011
Email: webmaster@usace.army.mil
Website:http://www.usace.army.mil/ContactUs.html |
CPL (Concrete Protection Liner) Specifications Specification: Draft Specification for Corrosion Protection Lining (CPL) Manufactured of High Density Polyethylene (HDPE)
Written by: Anchor Lining Systems
| 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.
view this specification:
http://www.geosynthetica.net/specifications/geomembrane/aksmar07cpl.pdf
GSA Specification ID:61 | Source Contact Information:
Engineering Linings
Peter Dimaio
P.O. Box 36614
Chempet 7442
South Africa
Phone: +27 21 551-2430 Fax: +27 21 52 5928
Email: peterd@aks.co.za |
Specification: Introduction to Sample Specification - Concrete Protection Products
Written by: GSE Lining Technology Inc.
| 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.
view this specification:
http://www.gseworld.com/Products/concrete-protect/PDFDOC/StudLinerDIS.pdf
GSA Specification ID:62 | Source Contact Information:
GSE Lining Technology Inc.
Boyd Ramsey
19103 Gundle Rd.
Houston, TX 77073 USA
Phone: +1 800 435 2008 Fax: +1 281 230 2525
Email: bramsey@gseworld.com
Website:http://www.gseworld.com |
CSPE (Chlorosulphinated Polyetheylene) Specifications
EIA (Ethylene Interpolymer Alloy) Specifications Specification: Lining Transformer Secondary Containment Structures: EIA Geomembrane Construction Quality Assurance Plan
Written by: Ian Peggs
| This construction quality assurance (CQA) plan provides guidance to (COMPANY NAME)’s environmental quality control (QC) and quality assurance (QA) personnel (or their representatives) and their contractors involved with the installation of geomembrane lining systems in existing concrete secondary containment structures, such as under transformers. This document specifically covers the use of PVC – KEE (ketone ethylene ester) alloy geomembranes. The premise of geomembrane lining systems is that the geomembrane functions solely as a barrier and not a load-bearing member of the system.
view this specification:
http://www.geosynthetica.net/specifications/lin_trans_sec_cont_struc_cqa.asp
GSA Specification ID:19 | Source Contact Information:
I-CORP INTERNATIONAL Inc. ( ICORP )
Ian Peggs
6072 N. Ocean Blvd.
Ocean Ridge, FL 33435 USA
Phone: + 1 561-369-0795 Fax: + 1 561-369-0895
Email: icorp@geosynthetic.com
Website:http://www.geosynthetic.com |
Specification: Specification for Geomembrane Material - EIA Geomembranes
Written by: Cooley
| EIA (Ethylene Interpolymer Alloy) is more commonly known by trademarked names such as Coolgard, XR-5, and UltraTech. It is an alloy of PVC and KEE (Ketone Ethylene Ester, also known as Elvaloy) which is essentially a polymeric non-liquid plasticizer. Therefore it is much more tightly bound and will not volatilaze out of the PVC. Such geomembranes are more resistant to hydrocarbons than is straight PVC and can be left exposed. Typically they are reinforced.
view this specification:
http://www.geosynthetica.net/specifications/specification_for_geo_liner.asp
GSA Specification ID:10 | |
Specification: EIA Geomembrane Installation Specification
Written by: Cooley Engineered Membranes
| Installation of EIA Geomembrane which reviews: scope, product properties, test methods, submittals, packaging, storage, certification, subgrade preparation, inspections, seaming, and patching.
view this specification:
http://64.27.161.43/specifications/specification_for_geo_installation_eia.asp
GSA Specification ID:27 | |
EPDM (Ethylene Propylene Diene) Specifications Specification: Firestone Pondguard EPDM Pondguard Guide Specifications
Written by: Firestone Building Products
| The work covered by this specification consists of providing and installing a reinforced or non-reinforced, as specified by the Project Engineer, vulcanized rubber sheet made from ethylene propylene diene monomer (EPDM) for use as a geomembrane.
view this specification:
http://www.geosynthetica.net/specifications/EPDM_INSTALLATION_SPECS.asp
GSA Specification ID:18 | Source Contact Information:
Firestone Building Products
John Heathcote
310 E. 96th Street
Indianapolis, IN 46240 USA
Phone: (317) 575-7232 Fax: (317) 575-7151
Email: heathcotejohn@firestonesp.com
Website:http://www.firestonesp.com |
Specification: Firestone Pondgard EPDM Geomembrane - Technical Information Sheet
Written by: Firestone Building Products
| Technical Specifications for Firestone's EPDM (Ethylene Propylene Diene Monomer) material. Data including: property, test method, units, test & value are reported.
view this specification:
http://www.geosynthetica.net/specifications/epdm_materials_specs.asp
GSA Specification ID:23 | Source Contact Information:
Firestone Building Products
John Heathcote
310 E. 96th Street
Indianapolis, IN 46240 USA
Phone: (317) 575-7232 Fax: (317) 575-7151
Email: heathcotejohn@firestonesp.com
Website:http://www.firestonesp.com |
Specification: GRI.GM21 Standard Specification for Test Methods, Properties, Frequency and Recommended Warranty for Ethylene Propylene Diene Terpolymer (EPDM) Nonreinforced and Scrim Reinforced Geomembranes
Written by: GRI
| 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,
warrants or indemnifies any materials produced according to this specification either at this time or in the future. 1. Scope 1.1 This specification addresses ethylene propylene diene terpolymer (EPDM)
geomembranes in nonreinforced and scrim reinforced forms, in thicknesses of 1.14 mm (45 mil) and 1.52 mm (60 mil). 1.2 This specification sets forth a set of minimum physical, mechanical and durability
properties that must be met, or exceeded by the geomembrane being manufactured.
1.3 In the context of quality systems and management, this specification represents manufacturing quality control (MQC). Note 1: Manufacturing quality control represents those actions taken by a
manufacturer to ensure that the product represents the stated
objective and properties set forth in this specification (see definitions). 1.4 This standard specification is intended to ensure good quality and performance of
EPDM geomembranes in general applications, but is possibly not adequate for the
complete specification in a specific or unique situation. Additional tests, or more restrictive values for the tests indicated, may be necessary under conditions of a
particular application.
1.5 The recommended warranty attached to this specification does not cover
installation, which is independent of the manufacturing of the geomembrane.
Note 2: For information on installation techniques, users of this standard are
referred to the geosynthetics literature, which is abundant on the
subject.
view this specification:
http://www.geosynthetic-institute.org/grispecs/gm21.pdf
GSA Specification ID:38 | Source Contact Information:
Geosynthetic Institute (GSI)
Marilyn Ashley
475 Kedron Avenue
Folsom, PA 19033-1208 United States of America
Phone: (610) 522-8440 Fax: (610) 522-8441
Email: mvashley@verizon.net
Website:http://www.geosynthetic-institute.org |
HDPE Specifications Specification: HDPE Installation by BAM: Certification Guidelines for Plastic Geomembranes Used to Line Landfills and Contaminated Sites (2nd Edition 1999)
Written by: W.W. Mueller (Editor)
| Introduction to Second Edition
The first Certification Guidelines for Plastic
Geomembranes were published by the Landfill
Engineering Laboratory of the Federal Institute for
Materials Research and Testing (German acronym:
BAM) in 1992. The Guidelines contributed to
optimization of installation procedures and
establishment of high quality standards for
composite liner systems. A great number of
successful lining systems have been realised since
that time. Today the preparation work, process
technology and equipment, sequential installation
planning and quality management measures
required to ensure composite liner systems meeting
the most stringent requirements are known in detail.
The resulting liner system is a technically mature
and highly effective solution for base lining of
landfills. Plastic geomembranes are also well suited
for use in cap liners due to their excellent
performance properties. In this sector they can be
used in composite liner systems (Technical
Directive Waste, Technical Directive Municipal
Waste, Landfill Class II) or, e.g. when used to line
contaminated land, can be used either alone or in
conjunction with other components such as GCL's
or capillary barriers. The BAM certification procedure
has contributed significantly to the success of
plastic geomembranes in this wide range of
application sectors.
view this specification:
http://www.geosynthetica.net/specifications/GM_Certification_Guidelines.pdf
GSA Specification ID:1 | Source Contact Information:
BAM
Stephan Seeger
Unter de Eichen 87
Berlin 12205 Germany
Phone: (49) 8104-3804 Fax: (49) 8104-1437 |
Specification: HDPE Geomembrane Installation Specification
Written by: International Association of Geosynthetic Installers (IAGI)
| This specification includes furnishing and installing HDPE geomembranes with a formulated sheet density of 0.940 g/cm or greater. Geomembranes with both smooth and textured surfaces are included.
view this specification:
http://www.iagi.org/Source%20Documents/hdpe%20installation%20spec.pdf
GSA Specification ID:4 | Source Contact Information:
International Association of Geosynthetic Installers ( IAGI )
Laurie Honnigford
P.O. Box 18012
St. Paul, MN 55118-0012 USA
Phone: 651-554-1895 Fax: 651-450-6167
Email: iagi@iagi.org |
Specification: GRI.GM13 Standard Specification forTest Properties, Testing Frequency and Recommended Warranty for High Density Polyethylene (HDPE) Smooth and Textured Geomembranes
Written by: GRI
| 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 high density polyethylene (HDPE) geomembranes with a formulated sheet density of 0.940 g/ml, or higher, in the thickness range of 0.75 mm (30 mils) to 3.0 mm (120 mils). Both smooth and textured geomembrane surfaces are included.
1.2 This specification sets forth a set of minimum, physical, mechanical and chemical properties that must be met, or exceeded by the geomembrane being manufactured. In a few cases a range is specified.
1.3 In the context of quality systems and management, this specification represents manufacturing quality control (MQC).
Note 1: Manufacturing quality control represents those actions taken by a manufacturer to ensure that the product represents the stated objective and properties set forth in this specification.
1.4 This standard specification is intended to ensure good quality and performance of HDPE geomembranes in general applications, but is possibly not adequate for the complete specification in a specific situation. Additional tests, or more restrictive values for test indicated, may be necessary under conditions of a particular application.
1.5 This specification also presents a recommended warrant which is focused on the geomembrane material itself.
1.6 The recommended warrant attached to this specification does not cover installation considerations which is independent of the manufacturing of the geomembrane.
view this specification:
http://www.geosynthetic-institute.org/grispecs/gm13.pdf
GSA Specification ID:11 | Source Contact Information:
Geosynthetic Institute (GSI)
Marilyn Ashley
475 Kedron Avenue
Folsom, PA 19033-1208 United States of America
Phone: (610) 522-8440 Fax: (610) 522-8441
Email: mvashley@verizon.net
Website:http://www.geosynthetic-institute.org |
Specification: ESPECIFICACION PARA LA INSTALACION DE GEOMEMBRANAS
Written by: International Association of Geosynthetic Installers ( IAGI )
| Esta especificación incluye el suministro e instalación de geomembranas de PEAD con una densidad formulada del plano de 0.940 g/cm o mayor. Esto incluye geomembranas tanto lisas como texturizadas.
view this specification:
http://www.geosynthetica.net/specifications/IAGI_hdpe_install_spec_ESPANOL.doc
GSA Specification ID:37 | Source Contact Information:
International Association of Geosynthetic Installers ( IAGI )
Laurie Honnigford
P.O. Box 18012
St. Paul, MN 55118-0012 USA
Phone: 651-554-1895 Fax: 651-450-6167
Email: iagi@iagi.org |
Specification: HDPE Installation Specification
Written by: Ian Peggs, I-CORP INTERNATIONAL
| This specification was developed after years of failure analysis and on-site CQA. Its major differences are in requirements for stress cracking resistance in both geomembrane and seams. Strength parameters are not required for seams since the low cross sectional area of the geomembrane tab prevents adequate challenge to seam bond strength if bond efficiency exceeds only 10 to 25% depending on geomembrane thickness. The geomembrane will always fail first.
view this specification:
http://www.geosynthetica.net/specifications/geomembrane/installation_specs_hdpe.asp
GSA Specification ID:63 | Source Contact Information:
I-CORP INTERNATIONAL Inc. ( ICORP )
Ian Peggs
6072 N. Ocean Blvd.
Ocean Ridge, FL 33435 USA
Phone: + 1 561-369-0795 Fax: + 1 561-369-0895
Email: icorp@geosynthetic.com
Website:http://www.geosynthetic.com |
Specification: HDPE Geomembrane CQA (Construction Quality Assurance) Plan
Written by: Ian Peggs, I-CORP INTERNATIONAL
| This "CQA Plan" for HDPE geomembranes was originally prepared for those projects in which the project specifications were inadequate so therefore also includes project specifications. It will shortly be divided into separate project specifications and a CQA Plan. Note that the objective of CQA is to ensure that the liner is built according to the project specifications, with the best possible workmanship, and within the constraints of the budget and schedule. CQA does NOT ensure a perfect lining system. If the liner is poorly designed, CQA will ensure that that poorly designed liner is installed. CQA should contribute positively to the quality of the lining system, it should not be only a glorified data collection system. This CQA Plan is ready for immediate use. It just requires a few project specific details to be added. Text (that can be erased) provides some guidance on the project specific information required.
view this specification:
http://www.geosynthetica.net/tech_docs/CQA/HDPE/TOC_HDPE_CQA.asp
GSA Specification ID:66 | Source Contact Information:
I-CORP INTERNATIONAL Inc. ( ICORP )
Ian Peggs
6072 N. Ocean Blvd.
Ocean Ridge, FL 33435 USA
Phone: + 1 561-369-0795 Fax: + 1 561-369-0895
Email: icorp@geosynthetic.com
Website:http://www.geosynthetic.com |
Specification: HDPE Seam Specifications Table
Written by: Ian Peggs, I-CORP INTERNATIONAL
| This specification was developed after years of failure analysis and on-site CQA. Its major differences are in requirements for stress cracking resistance in both geomembrane and seams. Strength parameters are not required for seams since the low cross sectional area of the geomembrane tab prevents adequate challenge to seam bond strength if bond efficiency exceeds only 10 to 25% depending on geomembrane thickness. The geomembrane will always fail first.
view this specification:
http://www.geosynthetica.net/specifications/geomembrane/seam_specs_table.asp
GSA Specification ID:64 | Source Contact Information:
I-CORP INTERNATIONAL Inc. ( ICORP )
Ian Peggs
6072 N. Ocean Blvd.
Ocean Ridge, FL 33435 USA
Phone: + 1 561-369-0795 Fax: + 1 561-369-0895
Email: icorp@geosynthetic.com
Website:http://www.geosynthetic.com |
LLDPE (Linear Low Density Polyetheylene) Specifications Specification: LLDPE - Liner Low Density Polyethylene
Written by: Ian Peggs, I-CORP INTERNATIONAL
| Linear low density polyethylene (LLDPE) is a linear microstructure version of the LDPE commonly used for packaging and in construction as a vapor barrier. LDPE is
amorphous (noncrystalline) while LLDPE is about 5% crystalline. In comparison HDPE geomembranes are about 50% crystalline. LLDPE's do not quite have the chemical resistance of HDPE nor do they have the tensile strength, but they do have better elongation performance and stress cracking resistance. Hence their preferred use in landfill caps, for instance, where they may be subjected to deformation due to differential settlement of the waste - they will conform to the new profile without a significant influence as the long term performance of the geomembrane.
view this specification:
http://www.geosynthetica.net/specs/geomembrane/index.asp#lldpe
GSA Specification ID:12 | Source Contact Information:
I-CORP INTERNATIONAL Inc. ( ICORP )
Ian Peggs
6072 N. Ocean Blvd.
Ocean Ridge, FL 33435 USA
Phone: + 1 561-369-0795 Fax: + 1 561-369-0895
Email: icorp@geosynthetic.com
Website:http://www.geosynthetic.com |
Specification: GRI.GM17 Standard Specification for Test Properties, Testing Frequency and Recommended Warranty for Linear Low Density Polyethylene (LLDPE) Smooth and Textured Geomembranes
Written by: GRI
| 1. Scope
1.1 This specification covers linear low density polyethylene (LLDPE) geomembranes with a formulated sheet density of 0.939 g/ml, or lower, in the thickness range of 0.50 mm (20 mils) to 3.0 mm (120 mils). Both smooth and textured geomembrane surfaces are included.
1.2 This specification sets forth a set of minimum, maximum, or range of physical, mechanical and endurance properties that must be met, or exceeded by the geomembrane being manufactured.
1.3 In the context of quality systems and management, this specification represents manufacturing quality control (MQC).
Note 1: Manufacturing quality control represents those actions taken by a manufacturer to ensure that the product represents the stated objective and properties set forth in this specification.
1.4 This standard specification is intended to ensure good uniform quality LLDPE geomembranes for use in general applications.
Note 2: Additional tests, or more restrictive values for the tests indicated, may be necessary under conditions of a particular application. In this situation, interactions with the manufacturers are required.
1.5 This specification also presents a recommended warranty which is focused on the geomembrane material itself.
1.6 The recommended warranty attached to this specification does not cover installation considerations which are independent of the manufacturing of the geomembrane.
view this specification:
http://www.geosynthetica.net/specifications/GRIGM17/GRI_GM_17.pdf
GSA Specification ID:20 | Source Contact Information:
Geosynthetic Institute (GSI)
Marilyn Ashley
475 Kedron Avenue
Folsom, PA 19033-1208 United States of America
Phone: (610) 522-8440 Fax: (610) 522-8441
Email: mvashley@verizon.net
Website:http://www.geosynthetic-institute.org |
mPE (Metallocene Polyethylene) Specifications
Polyethylene Specifications
Polypropylene Specifications Specification: PP
Written by: Montell
| At present PP geomembrane resin is made by only one manufacturer, Montell, although others are now looking at it. There are only two or three slightly different modifications to the basic resin that produce geomembranes with slightly different properties, predominantly in the melting point. PP geomembranes contain similar AO and UV additives to HDPE.
When PP is reinforced, the properties become a function of the type of reinforcement. Typical specifications for a reinforced material are presented. However, we recommend
that you discuss actual properties with the different manufacturers.
view this specification:
http://www.geosynthetica.net/specs/geomembrane/index.asp#pp
GSA Specification ID:14 | Source Contact Information:
Montell USA, Inc.
Stephan Pronavo
Three Little Falls Centre
2801 Centerville Road
P. O. Box 15439
Wilmington, DE 19850-5439 United States of America
Phone: (302) 996-6196 Fax: +1-302-737-8746 |
Specification: GRI.GM18 Standard Specification for Test Properties, Testing Frequency and Recommended Warrant for Flexible Polypropylene (fPP and fPP-R) Nonreinforced and Reinforced Geomembranes
Written by: GRI
| As of May 3, 2004, GRI-GM18 is temporarily suspended.
The durability portion of this generic specification on flexible polypropylene geomembranes has come into question insofar as oxidation induction time values are concerned. OIT testing has proven to be an excellent precursor of polyethylene lifetime such that a relatively quick and standardized test is being used in this regard. It is apparently more difficult for fPP due in part that colors in addition to black complicate the situation making it difficult to set generic specification limits.
Flexible polypropylene (fPP) research is ongoing in this regard. Candidate immersion methods are ultraviolet light exposure, oven aging, and water immersion. Initial testing will be Xenon Arc ultraviolet light exposure per ASTM D4355. Please contact any of the following for comments and/or questions in this regard.
Robert M. Koerner - robert.koerner@coe.drexel.edu,
George R. Koerner - gkoerner@dca.net,
Y. Grace Hsuan - grace.hsuan@coe.drexel.edu.
view this specification:
GSA Specification ID:32 | Source Contact Information:
Geosynthetic Institute (GSI)
Marilyn Ashley
475 Kedron Avenue
Folsom, PA 19033-1208 United States of America
Phone: (610) 522-8440 Fax: (610) 522-8441
Email: mvashley@verizon.net
Website:http://www.geosynthetic-institute.org |
PVC Specifications Specification: PGI 1104
Written by: PGI - PVC Geomembrane Institute
| PVC resins are made by several manufacturers, but the performance of a geomembrane is controlled more by the plasticizer (approx 30%) that is added than the resin itself. The plasticizer gives the geomembrane its flexibility. Liquid plasticizers can be volatilized or extracted out of the geomembrane, hence the requirement they be covered. However, the PVC can be plasticized or alloyed with another polymer (KEE, ketone ethylene ester) to form ethylene interpolymer alloy, known by several different trade names. Such geomembranes have good weathering performance.
view this specification:
http://pgi-tp.cee.uiuc.edu/forWeb/webPGI1104spec.htm
GSA Specification ID:13 | Source Contact Information:
PVC Geomembrane Institute
Frank Konvalinka
2215 Newmark Civil Engineering Laboratory
205 N. Mathews Ave.
Urbana, IL 61801 USA
Phone: (217) 333-3929 Fax: (217) 244-2839
Email: pgi-tp@uiuc.edu
Website:http://pgi-tp.ce.uiuc.edu |
Specification: PVC Geomembrane Fabrication and Installation Specification
Written by: PVC Geomembrane Institute - PGI
| 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.
view this specification:
http://www.geosynthetica.net/specifications/pgiinstallationspecification.pdf
GSA Specification ID:60 | Source Contact Information:
PGI
Laurie Honnigford
P.O. Box 18012
St. Paul, MN 55118-0012 USA
Phone: +1 651-554-1895 Fax: +1 651-450-6167 |
Specification: PVC Geomembrane Institute Minimum Requirements for PVC Geomembrane
Written by: PGI - PVC Geomembrane Institute
| This document identifies the minimum shear and peel strength values for PVC as outlined by PGI (PVC Geomembrane Institute) in November of 1996.
view this specification:
http://www.geosynthetica.net/specifications/geomembrane/pgi_pvc_spec_tbl.asp
GSA Specification ID:25 | Source Contact Information:
PVC Geomembrane Institute ( PGI )
Joshua Hartke
2215 Newark Civil Engineering Lab
205 N. Mathews Avenue
Urbana, IL 61801 USA
Phone: +1 217 333 3929 Fax: +1 217 244 2839
Email: pgi-tp@uiuc.edu
Website:http://www.pvcgeomembrane.com |
Geonet Specifications Specification: Division 02 - Site Construction Section 02374 - Geosynthetic Drainage Layer
Written by: United States Army Corps of Engineers ( USACE )
| This guide specification covers the
requirements for geosynthetic drainage layers
including both geonets and geocomposites.
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.
view this specification:
http://www.ccb.org/docs/ufgshome/pdf/02374.pdf
GSA Specification ID:55 | Source Contact Information:
United States Army Corps of Engineers ( USACE )
USA
Phone: +1 202-761-0011
Email: webmaster@usace.army.mil
Website:http://www.usace.army.mil/ContactUs.html |
Geotextile Specifications Specification: GRI Test Method GT10 Standard Specification for Test Methods, Properties and Frequencies for High Strength Geotextile Tubes used as Coastal and Riverine Structures
Written by: GRI
| 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 high strength geotextile index test properties for
subsequent use to form coastal and riverine structures in the form of soil filled
geotextile tubes.
1.2 This specification sets forth a set of minimum physical, mechanical and chemical
properties that must be met, or exceeded by the geotextile being manufactured. In a
few cases, a maximum value is specified.
1.3 This specification covers not only the main geotextile tube, but also the scour
apron(s), if so required in the design.
1.4 In the context of quality systems and management, this specification represents a
manufacturing quality control (MQC) document.
Note 1: Manufacturing quality control represents those actions taken by a
manufacturer to ensure that a product represents the stated objective
and properties set forth in the specification. 1.5 This standard specification is intended to ensure good quality and performance of
high strength fabrics used as geotextile tubes and scour aprons but is possibly not
adequate for the complete specification in a specific situation. Additional tests, or
more restrictive values for the tests indicated, may be necessary under conditions of
a particular application.
1.6 This standard specification does not address installation practices or design
guidance. Both of these items are addressed in companion documents focusing on
this application area.
view this specification:
http://www.geosynthetic-institute.org/grispecs/gt10.pdf
GSA Specification ID:39 | Source Contact Information:
Geosynthetic Institute (GSI)
Marilyn Ashley
475 Kedron Avenue
Folsom, PA 19033-1208 United States of America
Phone: (610) 522-8440 Fax: (610) 522-8441
Email: mvashley@verizon.net
Website:http://www.geosynthetic-institute.org |
Specification: GRI Test Method GT12 Standard Specification for Test Methods and Properties for Nonwoven Geotextiles Used as Protection (or Cushioning) Materials
Written by: GRI
| 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 nonwoven geotextile test properties for subsequent use as
protection (or cushioning) materials.
Note 1: The typical use will be as a protective covering or underlayment of a
geomembrane against puncture or tear due to rock, stones, concrete
or other hard surfaces and/or objects.
1.2 This specification sets forth a set of physical, mechanical and endurance properties
that must be met, or exceeded by the geotextile being manufactured.
1.3 In the context of quality systems and management, this specification represents a
manufacturing quality control (MQC) document.
Note 2: Manufacturing quality control represents those actions taken by a
manufacturer to assure that a product represents the stated objective
and properties set forth in the specification.
1.4 This standard specification is intended to assure good quality and performance of
fabrics used as geotextile protection materials but is possibly not adequate for the complete specification in a specific situation. Additional tests, or more restrictive
values for the tests indicated, may be necessary under conditions of a particular
application.
1.5 This standard specification does not address installation practices or design
guidance. Both of these items are addressed in the literature dealing with this
particular application.
view this specification:
http://www.geosynthetic-institute.org/grispecs/gt12.pdf
GSA Specification ID:40 | Source Contact Information:
Geosynthetic Institute (GSI)
Marilyn Ashley
475 Kedron Avenue
Folsom, PA 19033-1208 United States of America
Phone: (610) 522-8440 Fax: (610) 522-8441
Email: mvashley@verizon.net
Website:http://www.geosynthetic-institute.org |
Specification: Division 02 - Site Construction Section 02315N - Excavation and Fill
Written by: United States Army Corps of Engineers ( USACE )
| This guide specification covers the
requirements for earthwork requirements for
buildings, roads, and utilities.
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.
view this specification:
http://www.ccb.org/docs/ufgshome/pdf/02315N.pdf
GSA Specification ID:49 | Source Contact Information:
United States Army Corps of Engineers ( USACE )
USA
Phone: +1 202-761-0011
Email: webmaster@usace.army.mil
Website:http://www.usace.army.mil/ContactUs.html |
Specification: Division 02 - Site Construction Section 02318 - Test Fill
Written by: United States Army Corps of Engineers ( USACE )
| This guide specification covers the
requirements for a test fill for a landfill liner or
cover.
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.
view this specification:
http://www.ccb.org/docs/ufgshome/pdf/02318.pdf
GSA Specification ID:50 | Source Contact Information:
United States Army Corps of Engineers ( USACE )
USA
Phone: +1 202-761-0011
Email: webmaster@usace.army.mil
Website:http://www.usace.army.mil/ContactUs.html |
Specification: Division 02 - Site Construction Section 02332 - Reinforced Soil Slope
Written by: United States Army Corps of Engineers ( USACE )
| This guide specification covers the
requirements for steepened soil slopes using
geosynthetic soil reinforcement.
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.
view this specification:
http://www.ccb.org/docs/ufgshome/pdf/02332.pdf
GSA Specification ID:51 | Source Contact Information:
United States Army Corps of Engineers ( USACE )
USA
Phone: +1 202-761-0011
Email: webmaster@usace.army.mil
Website:http://www.usace.army.mil/ContactUs.html |
Specification: Division 02 - Site Construction Section 02370 - Soil Surface Erosion Control
Written by: United States Army Corps of Engineers ( USACE )
| This guide specification covers the
requirements for soil surface erosion control. This
specification does not include sediment and
pollution control measures.
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.
view this specification:
http://www.ccb.org/docs/ufgshome/pdf/02370.pdf
GSA Specification ID:52 | |
|
