LONG TERM PERFORMANCE OF EXISTING PORTLAND CEMENT CONCRETE PAVEMENT SECTIONS – CASE STUDY

Fuente: Redalyc
Salvato in:
Dettagli Bibliografici
Autore principale: SHAD M. SARGAND
Natura: Artículo científico
Lingua:en
Pubblicazione: Universidad Nacional de Colombia 2014
Soggetti:
Accesso online:
Tags: Aggiungi Tag
Nessun Tag, puoi essere il primo ad aggiungerne!!
_version_ 1876483244493373440
author SHAD M. SARGAND
author_facet SHAD M. SARGAND
contents LONG TERM PERFORMANCE OF EXISTING PORTLAND CEMENT CONCRETE PAVEMENT SECTIONS – CASE STUDY SHAD M. SARGAND CARLOS A. VEGA-POSADA LUIS G. ARBOLEDA-MONSALVE Ingeniería Pavement Field tests Rehabilitation Rigid pavements Testing methods This paper presents the performance of seventeen rigid pavements made of Portland Cement Concrete (PCC) located in the State of Ohio, USA. The Falling Weight Deflectometer (FWD) testing method was used in a total of 58 km of PCC pavement sections to assess the pavement structural condition. Each section is classified as excellent, good, fair, or poor based on the normalized deflections obtained from FWD tests, spreadability, load transfer, and joint support ratio parameters. The overall performance of the analyzed sections is from good to excellent. The field testing methodology along with the performance data analyses presented in this publication are a valuable tool to evaluate the actual structural condition of pavements and as a result short or medium term rehabilitation programs can be issued to ensure the serviceability of the pavement. 2014 artículo científico 0012-7353 https://www.redalyc.org/articulo.oa?id=49630072006 en http://www.redalyc.org/revista.oa?id=496 Dyna application/pdf Universidad Nacional de Colombia Dyna (Colombia) Num.183 Vol.81
format Artículo científico
id redalyc_49630072006
institution Redalyc
language en
publishDate 2014
publisher Universidad Nacional de Colombia
spellingShingle LONG TERM PERFORMANCE OF EXISTING PORTLAND CEMENT CONCRETE PAVEMENT SECTIONS – CASE STUDY
SHAD M. SARGAND
Ingeniería
Pavement
Field tests
Rehabilitation
Rigid pavements
Testing methods
LONG TERM PERFORMANCE OF EXISTING PORTLAND CEMENT CONCRETE PAVEMENT SECTIONS – CASE STUDY SHAD M. SARGAND CARLOS A. VEGA-POSADA LUIS G. ARBOLEDA-MONSALVE Ingeniería Pavement Field tests Rehabilitation Rigid pavements Testing methods This paper presents the performance of seventeen rigid pavements made of Portland Cement Concrete (PCC) located in the State of Ohio, USA. The Falling Weight Deflectometer (FWD) testing method was used in a total of 58 km of PCC pavement sections to assess the pavement structural condition. Each section is classified as excellent, good, fair, or poor based on the normalized deflections obtained from FWD tests, spreadability, load transfer, and joint support ratio parameters. The overall performance of the analyzed sections is from good to excellent. The field testing methodology along with the performance data analyses presented in this publication are a valuable tool to evaluate the actual structural condition of pavements and as a result short or medium term rehabilitation programs can be issued to ensure the serviceability of the pavement. 2014 artículo científico 0012-7353 https://www.redalyc.org/articulo.oa?id=49630072006 en http://www.redalyc.org/revista.oa?id=496 Dyna application/pdf Universidad Nacional de Colombia Dyna (Colombia) Num.183 Vol.81
title LONG TERM PERFORMANCE OF EXISTING PORTLAND CEMENT CONCRETE PAVEMENT SECTIONS – CASE STUDY
topic Ingeniería
Pavement
Field tests
Rehabilitation
Rigid pavements
Testing methods
url https://www.redalyc.org/articulo.oa?id=49630072006