EVALUATION OF FREQUENCY (F) AND TEMPERATURE (T) INFLUENCE IN DYNAMIC MODULUS OF ASPHALTIC CONCRETE WEARING COURSE (AC-WC) PEN 60/70 AND STYRENE BUTADIENE STYRENE POLYMER

<p align ="justify">Failure of road pavement in Indonesia is mostly due to climate variation (temperature and rainfall) and traffic load. The aim of this research are to get Marshall Empirical performance evaluation, Dynamic Modulus and Resilient Modulus of AC-WC mixture Pen 60/70 wi...

Full description

Saved in:
Bibliographic Details
Main Author: YULINAR PERMATA (nim: 26912010), DEBBY
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/26437
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:26437
spelling id-itb.:264372018-10-02T10:29:44ZEVALUATION OF FREQUENCY (F) AND TEMPERATURE (T) INFLUENCE IN DYNAMIC MODULUS OF ASPHALTIC CONCRETE WEARING COURSE (AC-WC) PEN 60/70 AND STYRENE BUTADIENE STYRENE POLYMER YULINAR PERMATA (nim: 26912010), DEBBY Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/26437 <p align ="justify">Failure of road pavement in Indonesia is mostly due to climate variation (temperature and rainfall) and traffic load. The aim of this research are to get Marshall Empirical performance evaluation, Dynamic Modulus and Resilient Modulus of AC-WC mixture Pen 60/70 with SBS polymer modified asphalt. The asphalt used in this research are asphalt Pen 60/70 and SBS polymer modified asphalt with percentage of 3% and 4,5%. The basic properties of asphalt and aggregates were measured by standard test, based on Indonesia’s Standard of Hot-mix asphalt mixture, while the performance of mixture was measured by Standard Marshall test, Marshall Immersion test, UMATTA’s Resilient Modulus Test, and AMPT’Dynamic Modulus Test. Mixture Performance according to Marshall test shown that the highest value of Marshall stability were (1007 Kg) for AC-WC mixture with 3% SBS and also the result of Marshall Immersion test shown that the highest value of 98,13% was on AC-WC mixture with 3% SBS. Dynamic Modulus AC-WC mixture with 0% SBS value higherst than others at low temperature (4°C) (1792,7 MPa) whereas Dynamic Modulus AC-WC mixture with 3% SBS value higherst than others at high temperature (45°C) (61,8 MPa). The result of Resilient Modulus using UMATTA at 20°C shown that the highest value 5812 MPa (AC-WC mixture with 3%) SBS and 408 MPa (AC-WC mixture 4,5% SBS) at 45°C. The result of this research shown than SBS modified asphalt mixture had a better performance at high temperature. Generally, AC-WC mixture with 3% SBS had better than others. The addition of modified polymer SBS can improve the performance of mixture,<p align ="justify"> 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 <p align ="justify">Failure of road pavement in Indonesia is mostly due to climate variation (temperature and rainfall) and traffic load. The aim of this research are to get Marshall Empirical performance evaluation, Dynamic Modulus and Resilient Modulus of AC-WC mixture Pen 60/70 with SBS polymer modified asphalt. The asphalt used in this research are asphalt Pen 60/70 and SBS polymer modified asphalt with percentage of 3% and 4,5%. The basic properties of asphalt and aggregates were measured by standard test, based on Indonesia’s Standard of Hot-mix asphalt mixture, while the performance of mixture was measured by Standard Marshall test, Marshall Immersion test, UMATTA’s Resilient Modulus Test, and AMPT’Dynamic Modulus Test. Mixture Performance according to Marshall test shown that the highest value of Marshall stability were (1007 Kg) for AC-WC mixture with 3% SBS and also the result of Marshall Immersion test shown that the highest value of 98,13% was on AC-WC mixture with 3% SBS. Dynamic Modulus AC-WC mixture with 0% SBS value higherst than others at low temperature (4°C) (1792,7 MPa) whereas Dynamic Modulus AC-WC mixture with 3% SBS value higherst than others at high temperature (45°C) (61,8 MPa). The result of Resilient Modulus using UMATTA at 20°C shown that the highest value 5812 MPa (AC-WC mixture with 3%) SBS and 408 MPa (AC-WC mixture 4,5% SBS) at 45°C. The result of this research shown than SBS modified asphalt mixture had a better performance at high temperature. Generally, AC-WC mixture with 3% SBS had better than others. The addition of modified polymer SBS can improve the performance of mixture,<p align ="justify">
format Theses
author YULINAR PERMATA (nim: 26912010), DEBBY
spellingShingle YULINAR PERMATA (nim: 26912010), DEBBY
EVALUATION OF FREQUENCY (F) AND TEMPERATURE (T) INFLUENCE IN DYNAMIC MODULUS OF ASPHALTIC CONCRETE WEARING COURSE (AC-WC) PEN 60/70 AND STYRENE BUTADIENE STYRENE POLYMER
author_facet YULINAR PERMATA (nim: 26912010), DEBBY
author_sort YULINAR PERMATA (nim: 26912010), DEBBY
title EVALUATION OF FREQUENCY (F) AND TEMPERATURE (T) INFLUENCE IN DYNAMIC MODULUS OF ASPHALTIC CONCRETE WEARING COURSE (AC-WC) PEN 60/70 AND STYRENE BUTADIENE STYRENE POLYMER
title_short EVALUATION OF FREQUENCY (F) AND TEMPERATURE (T) INFLUENCE IN DYNAMIC MODULUS OF ASPHALTIC CONCRETE WEARING COURSE (AC-WC) PEN 60/70 AND STYRENE BUTADIENE STYRENE POLYMER
title_full EVALUATION OF FREQUENCY (F) AND TEMPERATURE (T) INFLUENCE IN DYNAMIC MODULUS OF ASPHALTIC CONCRETE WEARING COURSE (AC-WC) PEN 60/70 AND STYRENE BUTADIENE STYRENE POLYMER
title_fullStr EVALUATION OF FREQUENCY (F) AND TEMPERATURE (T) INFLUENCE IN DYNAMIC MODULUS OF ASPHALTIC CONCRETE WEARING COURSE (AC-WC) PEN 60/70 AND STYRENE BUTADIENE STYRENE POLYMER
title_full_unstemmed EVALUATION OF FREQUENCY (F) AND TEMPERATURE (T) INFLUENCE IN DYNAMIC MODULUS OF ASPHALTIC CONCRETE WEARING COURSE (AC-WC) PEN 60/70 AND STYRENE BUTADIENE STYRENE POLYMER
title_sort evaluation of frequency (f) and temperature (t) influence in dynamic modulus of asphaltic concrete wearing course (ac-wc) pen 60/70 and styrene butadiene styrene polymer
url https://digilib.itb.ac.id/gdl/view/26437
_version_ 1822921896936603648