EVALUATION OF OVERLAY PERFORMANCE WITH REFERENCE TO WEARING COURSE COMPOSITION

ABSTRACT: <br /> <br /> <br /> The aggregate grading of the mix used in overlay construction has a significant influence on the pattern of deterioration subsequently observed. The frequent observation of cracking in continuously graded mix as used in overlays in Indonesia led to t...

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Main Author: Fatah Nurdin (NIM S2888808), Abdul
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/6974
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:6974
spelling id-itb.:69742017-09-27T15:21:02ZEVALUATION OF OVERLAY PERFORMANCE WITH REFERENCE TO WEARING COURSE COMPOSITION Fatah Nurdin (NIM S2888808), Abdul Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/6974 ABSTRACT: <br /> <br /> <br /> The aggregate grading of the mix used in overlay construction has a significant influence on the pattern of deterioration subsequently observed. The frequent observation of cracking in continuously graded mix as used in overlays in Indonesia led to the specification of gap-graded aggregate for use in overlays constructed in IBRD VI. <br /> <br /> <br /> The work described in this thesis is concerned with an evaluation of the composition of wearing course mixes installed on selected road links and an attempted <br /> <br /> <br /> correlation of observed performance with mix characteristic through to have a significant influence on performance. The sections analysed are located on the Cirebon-Losari and the Ciawi-Cianjur links. <br /> <br /> <br /> Of the 50 samples of overlay wearing course taken on these links none met the Bina Marga aggregate grading specification for High-Durability Asphalt and only 2 mixes, on the Cirebon-Losari link, were within the range specified in BS-594 for British gap-grading wearing course mix. The Bina Marga Laston specification (Asphalt Concrete) was met by 9 out of 20 samples taken on the Cirebon-Losari link and 24 out of 30 samples taken on the Ciawi-Cianjur link. A total of 16 samples failed to meet any of these three specifications. Correlations between a range of wearing course characteristics and total rut depth of the overlaid pavement were very poor. <br /> <br /> <br /> Analysis of the composition of mixes that gave apparently satisfactory performance in situ permitted limits to be put on parameters considered critical to good performance. <br /> <br /> <br /> Laboratory tests were made on mixes prepared to the limits and median of those parameters, together with the corresponding IBRD mixes. In general these mixes failed to comply with specified Marshall stability and air voids content criteria. Ranking of performance according to Marshall criteria was not consistent with that indicated by the wheel-tracking test parameters. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description ABSTRACT: <br /> <br /> <br /> The aggregate grading of the mix used in overlay construction has a significant influence on the pattern of deterioration subsequently observed. The frequent observation of cracking in continuously graded mix as used in overlays in Indonesia led to the specification of gap-graded aggregate for use in overlays constructed in IBRD VI. <br /> <br /> <br /> The work described in this thesis is concerned with an evaluation of the composition of wearing course mixes installed on selected road links and an attempted <br /> <br /> <br /> correlation of observed performance with mix characteristic through to have a significant influence on performance. The sections analysed are located on the Cirebon-Losari and the Ciawi-Cianjur links. <br /> <br /> <br /> Of the 50 samples of overlay wearing course taken on these links none met the Bina Marga aggregate grading specification for High-Durability Asphalt and only 2 mixes, on the Cirebon-Losari link, were within the range specified in BS-594 for British gap-grading wearing course mix. The Bina Marga Laston specification (Asphalt Concrete) was met by 9 out of 20 samples taken on the Cirebon-Losari link and 24 out of 30 samples taken on the Ciawi-Cianjur link. A total of 16 samples failed to meet any of these three specifications. Correlations between a range of wearing course characteristics and total rut depth of the overlaid pavement were very poor. <br /> <br /> <br /> Analysis of the composition of mixes that gave apparently satisfactory performance in situ permitted limits to be put on parameters considered critical to good performance. <br /> <br /> <br /> Laboratory tests were made on mixes prepared to the limits and median of those parameters, together with the corresponding IBRD mixes. In general these mixes failed to comply with specified Marshall stability and air voids content criteria. Ranking of performance according to Marshall criteria was not consistent with that indicated by the wheel-tracking test parameters.
format Theses
author Fatah Nurdin (NIM S2888808), Abdul
spellingShingle Fatah Nurdin (NIM S2888808), Abdul
EVALUATION OF OVERLAY PERFORMANCE WITH REFERENCE TO WEARING COURSE COMPOSITION
author_facet Fatah Nurdin (NIM S2888808), Abdul
author_sort Fatah Nurdin (NIM S2888808), Abdul
title EVALUATION OF OVERLAY PERFORMANCE WITH REFERENCE TO WEARING COURSE COMPOSITION
title_short EVALUATION OF OVERLAY PERFORMANCE WITH REFERENCE TO WEARING COURSE COMPOSITION
title_full EVALUATION OF OVERLAY PERFORMANCE WITH REFERENCE TO WEARING COURSE COMPOSITION
title_fullStr EVALUATION OF OVERLAY PERFORMANCE WITH REFERENCE TO WEARING COURSE COMPOSITION
title_full_unstemmed EVALUATION OF OVERLAY PERFORMANCE WITH REFERENCE TO WEARING COURSE COMPOSITION
title_sort evaluation of overlay performance with reference to wearing course composition
url https://digilib.itb.ac.id/gdl/view/6974
_version_ 1820664016254533632