1973Unpublished venueRequires access

NONDESTRUCTIVE TESTING OF CONCRETE PAVEMENTS: EQUIPMENT EVALUATION

A J Geswein, J L Rice

Open publisher page 0 citations

Abstract

THE DYNAFLECT IS DESIGNED TO APPLY TO THE PAVEMENT A SINUSOIDAL DYNAMIC LOAD WITH A PEAK-TO-PEAK VALUE OF 1000 LB AT A SINGLE FREQUENCY OF 8 HZ. AN ARRAY OF GEOPHONES ATTACHED TO DEVICE SENSE THE VERTICAL VELOCITY OF THE PAVEMENT, WHICH IS PROCESSED THROUGH A NARROW BAND FILTER AND INTEGRATED ELECTRONICALLY TO OBTAIN DEFLECTION. THE TESTING PROGRAM CONSISTED OF COLLECTION OF DYNAFLECT TEST RESULTS OVER A BROAD RANGE OF AIRFIELD PAVEMENT THICKNESSES, SUBGRADE TYPES AND MODULI, CLIMATIC CONDITIONS AND GEOGRAPHIC LOCALES. THESE DATA WERE ANALYZED, THEN COMPARED WITH THE ACTUAL STRENGTH AND THICKNESS PARAMETERS OF THE VARIOUS PAVEMENT STRUCTURES TO ASSESS THE ACCURACY OF THE DYNAFLECT'S PERFORMANCE. THE RESULTS INDICATE POOR CORRELATION BETWEEN DATA COLLECTION BY THE DYNAFLECT AND ACTUAL PARAMETERIC VALUES. /AUTHOR/

About this research paper

What this paper is about

THE DYNAFLECT IS DESIGNED TO APPLY TO THE PAVEMENT A SINUSOIDAL DYNAMIC LOAD WITH A PEAK-TO-PEAK VALUE OF 1000 LB AT A SINGLE FREQUENCY OF 8 HZ. AN ARRAY OF GEOPHONES ATTACHED TO DEVICE SENSE THE VERTICAL VELOCITY OF THE PAVEMENT, WHICH IS PROCESSED THROUGH A NARROW BAND FILTER AND INTEGRATED ELECTRONICALLY TO OBTAIN DEFLECTION. THE TESTING PROGRAM CONSISTED OF COLLECTION OF DYNAFLECT TEST RESULTS OVER A BROAD RANGE OF AIRFIELD PAVEMENT THICKNESSES, SUBGRADE TYPES AND MODULI, CLIMATIC CONDITIONS AND GEOGRAPHIC LOCALES. THESE DATA WERE ANALYZED, THEN COMPARED WITH THE ACTUAL STRENGTH AND THICKNESS PARAMETERS OF THE VARIOUS PAVEMENT STRUCTURES TO ASSESS THE ACCURACY OF THE DYNAFLECT'S PERFORMANCE. THE RESULTS INDICATE POOR CORRELATION BETWEEN DATA COLLECTION BY THE DYNAFLECT AND ACTUAL PARAMETERIC VALUES. /AUTHOR/

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

THE DYNAFLECT IS DESIGNED TO APPLY TO THE PAVEMENT A SINUSOIDAL DYNAMIC LOAD WITH A PEAK-TO-PEAK VALUE OF 1000 LB AT A SINGLE FREQUENCY OF 8 HZ. AN ARRAY OF GEOPHONES ATTACHED TO DEVICE SENSE THE VERTICAL VELOCITY OF THE PAVEMENT, WHICH IS PROCESSED THROUGH A NARROW BAND FILTER AND INTEGRATED ELECTRONICALLY TO OBTAIN DEFLECTION. THE TESTING PROGRAM CONSISTED OF COLLECTION OF DYNAFLECT TEST RESULTS OVER A BROAD RANGE OF AIRFIELD PAVEMENT THICKNESSES, SUBGRADE TYPES AND MODULI, CLIMATIC CONDITIONS AND GEOGRAPHIC LOCALES. THESE DATA WERE ANALYZED, THEN COMPARED WITH THE ACTUAL STRENGTH AND THICKNESS PARAMETERS OF THE VARIOUS PAVEMENT STRUCTURES TO ASSESS THE ACCURACY OF THE DYNAFLECT'S PERFORMANCE. THE RESULTS INDICATE POOR CORRELATION BETWEEN DATA COLLECTION BY THE DYNAFLECT AND ACTUAL PARAMETERIC VALUES. /AUTHOR/

Key concepts: Subgrade, Deflection (physics), Geophone, Nondestructive testing, Geotechnical engineering, Structural engineering, Data collection, Engineering

Related papers

Back to paper searchBrowse research topicsOriginal source
NONDESTRUCTIVE TESTING OF CONCRETE PAVEMENTS: EQUIPMENT EVALUATION — Research Paper | ScholarLens