You are here

Non-destructive evaluation of reinforced asphalt pavement built over soft organic soils

Download pdf | Full Screen View

Date Issued:
2009
Summary:
Research, tests and analysis are presented on several reinforcements placed in the asphalt overlay of a roadway built over soft organic soils. Non-destructive Evaluation (NDE) methods and statistical analysis were used to characterize the pavement before and after rehabilitative construction. Before reconstruction, falling weight deflectometer, rut and ride tests were conducted to evaluate the existing pavement and determine the statistical variability of critical site characteristics. Twenty-four 500ft. test sections were constructed on the roadway including sixteen reinforced asphalt and eight control sections at two test locations that possessed significantly different subsoil characteristics. NDE tests were repeated after reconstruction to characterize the improvements of the test sections. Test results were employed to quantify the stiffness properties of the pavement based on load-deflection data to evaluate the relative performance of the reinforced sections. Statistical analysis of the data showed the stiffness of the reinforced sections was consistently higher than the control sections.
Title: Non-destructive evaluation of reinforced asphalt pavement built over soft organic soils.
136 views
70 downloads
Name(s): Pohly, Daniel D.
College of Engineering and Computer Science
Department of Civil, Environmental and Geomatics Engineering
Type of Resource: text
Genre: Electronic Thesis Or Dissertation
Issuance: monographic
Date Issued: 2009
Publisher: Florida Atlantic University
Physical Form: electronic
Extent: xvii, 147 p. : ill. (some col.)
Language(s): English
Summary: Research, tests and analysis are presented on several reinforcements placed in the asphalt overlay of a roadway built over soft organic soils. Non-destructive Evaluation (NDE) methods and statistical analysis were used to characterize the pavement before and after rehabilitative construction. Before reconstruction, falling weight deflectometer, rut and ride tests were conducted to evaluate the existing pavement and determine the statistical variability of critical site characteristics. Twenty-four 500ft. test sections were constructed on the roadway including sixteen reinforced asphalt and eight control sections at two test locations that possessed significantly different subsoil characteristics. NDE tests were repeated after reconstruction to characterize the improvements of the test sections. Test results were employed to quantify the stiffness properties of the pavement based on load-deflection data to evaluate the relative performance of the reinforced sections. Statistical analysis of the data showed the stiffness of the reinforced sections was consistently higher than the control sections.
Identifier: 496279773 (oclc), 368253 (digitool), FADT368253 (IID), fau:4246 (fedora)
Note(s): by Daniel D. Pohly.
Thesis (M.S.C.S.)--Florida Atlantic University, 2009.
Includes bibliography.
Electronic reproduction. Boca Raton, Fla., 2009. Mode of access: World Wide Web.
Subject(s): Soil remediation -- Technological innovations
Structural stability -- Design
Pavements -- Performance -- Management -- Data processing
Structural analysis (Engineering)
Held by: FBoU FAUER
Persistent Link to This Record: http://purl.flvc.org/FAU/368253
Use and Reproduction: http://rightsstatements.org/vocab/InC/1.0/
Host Institution: FAU