Shear Strength of Tack Coat on Flexible Pavement and Composite Pavement
Tampanatu P. F. Sompie(1*), Syanne Pangemanan(2)
(1) Department of Civil Engineering, State Polytechnic of Manado, Manado
(2) Department of Civil Engineering, State Polytechnic of Manado, Manado
(*) Corresponding Author
Abstract
Tack coat is a thin layer that spread on the surface of existing pavement or concrete pavement. The function of this layer is as an adhesive layer needed to give adhesive power between the existing pavement course and new pavement course or with the concrete pavement, therefore created one strong unity and would bond both, in order to withstand the sheer strength caused by the vehicle load on top of it. Strong adhesiveness of the tack coat course will add sheer strength between the interfaces of the pavement courses. Strong adhesiveness is gained from the asphalt mixed with solvent, therefore created the right viscosity level of the tack coat solution. This research was aimed to measure the sheer strength of tack coat by using modified direct shear asphalt samples. The research method used was by using gauge to measure the sheer strength of tack coat on asphalt sample which was the modified direct shear. While the samples were consisted of 2 types, the asphalt solvent sample as a model of flexible pavement course of AC-WC pavement type with optimum asphalt content of 6.1%, and concrete solvent sample as a model of rigid pavement. These samples were made in briquette form, made with Marshall Mould with 4 inches diameter. The tack coat solvent was made in three solvent variations, which was referring to the standard of the Directorate General of Highways. From this research, it could be concluded that the highest shear strength for flexible pavement was reached on the tack coal solvent mix composition of 30 pph and composite pavement of 15 pph. Tack coat spread rate of 0.25 l/m2 gave highest shear strength on flexible pavement and composition pavement of 0.35 l/m2. Balance was reached on flexible pavement on tack coat variation of 30 pph and 50 pph; while on composite pavement, balance was reached on tack coat solvent variation of 15 pph and 30 pph. This modified direct shear sample could be a method to measure shear strength of tack coat on flexible pavement and composite pavement.
Keywords
Full Text:
PDFReferences
AASHTO, 1970. AASHTO M 20 Standard Specification for Penetration-Graded Asphalt Cement, Washington D.C.: AASHTO (American Association of State Highway and Transportation Officials).
AASHTO, 2016. AASHTO M 140 Standard Specification for Emulsified Asphalt, Washington D.C.: AASHTO (American Association of State Highway and Transportation Officials).
Afrilianto, E., 2007. Pengukuran Laboratoris Kuat Tekan Lapisan Tack Coat Dengan Menggunakan Alat Tekan Marshall Yang Dimodifikasi, Bandung: s.n.
Directorate General of Highways, 2013. Manual Desain Perkerasan Jalan No.02/M/BM/2013, Jakarta: Directorate General of Highways, Ministry of Public Works.
Hachiya, Y. & Sato, K., 1997. “Effect of tack coat on bonding characteristics at interface between asphalt concrete layers,” Proceedings of 8th International Conference on Asphalt Pavements, 1, 349-362.
Rumkita, I. & Yamin, A., 2006. Pengaruh Curing Time Dan Pengaruh Air Pada Lapisan Ber-Tack Coat Terhadap Kinerja Tahanan Geser Pada Interface Lapisan Beraspal. Jurnal Jalan – Jembatan, 23(2).
Uzan, J., Livneh, M. & Eshed, Y., 1978. Investigation of Adhesion Properties between Asphaltic-Concrete Layers. Asphalt Paving Technology, Volume 47, pp. 495-521.
DOI: https://doi.org/10.22146/jcef.31945
Article Metrics
Abstract views : 2137 | views : 2149Refbacks
- There are currently no refbacks.
Copyright (c) 2022 The Author(s)
The content of this website is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
ISSN 5249-5925 (online) | ISSN 2581-1037 (print)
Jl. Grafika No.2 Kampus UGM, Yogyakarta 55281
Email : jcef.ft@ugm.ac.id
JCEF Stats