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ASTM D 6432 : 2011 : REDLINE

Superseded
Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

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superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

Standard Guide for Using the Surface Ground Penetrating Radar Method for Subsurface Investigation
Available format(s)

PDF

Superseded date

01-29-2020

Language(s)

English

Published date

05-01-2011

CONTAINED IN VOL. 04.09, 2015 Summarizes the equipment, field procedures, and interpretation methods for the assessment of sub surface materials using the impulse Ground Penetrating Radar (GPR) Method.

1.1 Purpose and Application:

1.1.1 This guide covers the equipment, field procedures, and interpretation methods for the assessment of subsurface materials using the impulse Ground Penetrating Radar (GPR) Method. GPR is most often employed as a technique that uses high-frequency electromagnetic (EM) waves (from 10 to 3000 MHz) to acquire subsurface information. GPR detects changes in EM properties (dielectric permittivity, conductivity, and magnetic permeability), that in a geologic setting, are a function of soil and rock material, water content, and bulk density. Data are normally acquired using antennas placed on the ground surface or in boreholes. The transmitting antenna radiates EM waves that propagate in the subsurface and reflect from boundaries at which there are EM property contrasts. The receiving GPR antenna records the reflected waves over a selectable time range. The depths to the reflecting interfaces are calculated from the arrival times in the GPR data if the EM propagation velocity in the subsurface can be estimated or measured.

1.1.2 GPR measurements as described in this guide are used in geologic, engineering, hydrologic, and environmental applications. The GPR method is used to map geologic conditions that include depth to bedrock, depth to the water table (Wright et al (1) ), depth and thickness of soil strata on land and under fresh water bodies (Beres and Haeni (2)), and the location of subsurface cavities and fractures in bedrock (Ulriksen (3) and Imse and Levine (4)). Other applications include the location of objects such as pipes, drums, tanks, cables, and boulders , mapping landfill and trench boundaries (Benson et al (6)), mapping contaminants (Cosgrave et al (7); Brewster and Annan (8); Daniels et al (9)), conducting archaeological (Vaughan (10)) and forensic investigations (Davenport et al (11)), inspection of brick, masonry, and concrete structures, roads and railroad trackbed studies (Ulriksen (3)), and highway bridge scour studies (Placzek and Haeni (12)). Additional applications and case studies can be found in the various Proceedings of the International Conferences on Ground Penetrating Radar (Lucius et al (13); Hannien and Autio, (14), Redman, (15); Sato, (16); Plumb (17)), various Proceedings of the Symposium on the Application of Geophysics to Engineering and Environmental Problems (Environmental and Engineering Geophysical Society, 19881998), and The Ground Penetrating Radar Workshop (Pilon (18)), EPA (19), Daniels (20), and Jol (21) provide overviews of the GPR method.

1.1.3 The geotechnical industry uses English or SI units.

1.2 Limitations:

1.2.1 This guide provides an overview of the impulse GPR method. It does not address details of the theory, field procedures, or interpretation of the data. References are included for that purpose and are considered an essential part of this guide. It is recommended that the user of the GPR method be familiar with the relevant material within this guide and the references cited in the text and with Guides D420, D5730, D5753, D6429, and D6235.

1.2.2 This guide is limited to the commonly used approach to GPR measurements from the ground surface. The method can be adapted for a number of special uses on ice (Haeni et al (22); Wright et al (23)), within or between boreholes (Lane et al (24); Lane et al (25)), on water (Haeni (26)), and airborne (Arcone et al (26)) applications. A discussion of these other adaptations of GPR measurements is not included in this guide.

1.2.3 The approaches suggested in this guide for using GPR are the most commonly used, widely accepted, and proven; however, other approaches or modifications to using GPR that are technically sound may be substituted if technically justified and documented.

1.2.4 This guide offers an organized collection of information or a series of options and does not recommend a specific course of action. This document cannot replace education or experience and should be used in conjunction with professional judgment. Not all aspects of this guide may be applicable in all circumstances. This ASTM standard is not intended to represent or replace the standard of care by which the adequacy of a given professional service must be judged, nor should this document be applied without consideration of a projects many unique aspects. The word Standard in the title of this document means only that the document has been approved through the ASTM consensus process.

1.3 Precautions:

1.3.1 It is the responsibility of the user of this guide to follow any precautions in the equipment manufacturer's recommendations and to establish appropriate health and safety practices.

1.3.2 If this guide method is used at sites with hazardous materials, operations, or equipment, it is the responsibility of the user of this guide to establish appropriate safety and health practices and to determine the applicability of any regulations prior to use.

1.3.3 This guide does not purport to address all of the safety concerns that may be associated with the use of the GPR method. It is the responsibility of the user of this guide to establish appropriate safety and health practices and to determine the applicability of regulations prior to use.

Committee
D 18
DocumentType
Redline
Pages
19
PublisherName
American Society for Testing and Materials
Status
Superseded
SupersededBy

ASTM D 5092 : 2004 : EDT 1 Standard Practice for Design and Installation of Ground Water Monitoring Wells
ASTM D 5092 : 2004 Standard Practice for Design and Installation of Ground Water Monitoring Wells in Aquifers
ASTM D 4748 : 2010 : R2015 Standard Test Method for Determining the Thickness of Bound Pavement Layers Using Short-Pulse Radar
ASTM D 4748 : 2010 Standard Test Method for Determining the Thickness of Bound Pavement Layers Using Short-Pulse Radar
ACI MNL 3 : 0 GUIDE TO THE CODE FOR ASSESSMENT, REPAIR, AND REHABILITATION OF EXISTING CONCRETE STRUCTURES
ASTM D 5092 : 2004 : R2010 : EDT 1 Standard Practice for Design and Installation of Groundwater Monitoring Wells
ASTM D 420 : 2018 Standard Guide for Site Characterization for Engineering Design and Construction Purposes
ASTM D 7128 : 2005 : R2010 Standard Guide for Using the Seismic-Reflection Method for Shallow Subsurface Investigation
ASTM D 5092/D5092M : 2016 : REDLINE Standard Practice for Design and Installation of Groundwater Monitoring Wells
ACI 364.1R : 2007 GUIDE FOR EVALUATION OF CONCRETE STRUCTURES PRIOR TO REHABILITATION
ASTM D 7128 : 2005 Standard Guide for Using the Seismic-Reflection Method for Shallow Subsurface Investigation

ASTM D 3740 : 2012-06 PRACTICE FOR MINIMUM REQUIREMENTS FOR AGENCIES ENGAGED IN TESTING AND/OR INSPECTION OF SOIL AND ROCK AS USED IN ENGINEERING DESIGN AND CONSTRUCTION
ASTM D 420 : 1998 Guide to Site Characterization for Engineering, Design, and Construction Purposes
ASTM D 5730 : 2004 Standard Guide for Site Characterization for Environmental Purposes With Emphasis on Soil, Rock, the Vadose Zone and Groundwater (Withdrawn 2013)
ASTM D 653 : 2014 : REDLINE Standard Terminology Relating to Soil, Rock, and Contained Fluids

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