Main Article Content

Abstract

Evaluation of correlations regression between functional condition roads and structural condition of the pavement needs to be implemented, a result of condition handling the maintenance of roads in the province of South Sulawesi and South Kalimantan are still less accurate because the determination of handling is only determined from one of the condition steadiness of road, Data used to facilitate this research is secondary to data obtained in 2014, in which secondary data obtained from Balai Besar Pelaksanaan Jalan Nasional (BBPJN) and Balai Pelaksanaan Jalan Nasional (BPJN). Flexible pavement conditions on the roads of research in South Kalimantan Province, shows the surface roughness (IRI) has a the level of correlation conditions that reasonably represen the  elastic modulus of surface layer (E1), but the surface roughness (IRI) has a level of correlation that less represents the  elastic modulus of base layer (E2 ), while a different result is also shown by the surface roughness (IRI) can not represent the  elastic modulus of subbase layer (E3) and the  elastic modulus of subgrade layer (E4). While the condition of pavement flexible on the roads of research in South Sulawesi province, shows the surface roughness (IRI) has a level of correlation conditions that already represents the elastic modulus of surface layer (E1), but the surface roughness (IRI) has a level of correlation that reasonably represents the elastic modulus of base layer ( E2), while a different result is also shown by the surface roughness (IRI) is less representative of the elastic modulus of subbase layer (E3) and the elastic modulus of subgrade layer (E4). The difference correlation of regression relationship model’s between the functional conditions and the structural conditions for all the roads, indicated the influence of the type of pavement layers and pavement layer thickness all layer of of pavement for all the roads.

Article Details

How to Cite
Wasta, A. S., Fauziah, M., & Subarkah, S. (2019). MODEL HUBUNGAN ANTARA KONDISI FUNGSIONAL DAN KONDISI STRUKTURAL SEBAGAI ESTIMASI KONDISI PERKERASAN PADA JALAN NASIONAL DI SULAWESI SELATAN DAN KALIMANTAN SELATAN. Teknisia, 24(1), 37–45. https://doi.org/10.20885/teknisia.vol24.iss1.art4

References

  1. Amrullah,K., 2013, Jenis Campuran Aspal Pada Lapisan AC – WC, Blog Khammal, Bandah Aceh.
  2. Dynatest, 2008, Technical Advisory Construction and Bridge Divisions, Typical TxDOT FWD and Major components of the FWD unit: Texas Department of Transportation, U.S.A.
  3. Fatah, A.F., 2014, Perbandingan Metode Evaluasi Kondisi Jalan Nasional Berkaitan dengan Biaya Pemeliharaan, Universitas Gadjah Mada, Yogyakarta.
  4. Hardwiyono, S., 2012, Perhitungan Tebal Setara Metode Boussinesq-Excel dan FWD-ELMOD pada Perkerasan Lentur, Universitas Muhammadiyah Yogyakarta, Yogyakarta.
  5. Zeahsa, I., 2015, Model Hubungan International Roughness Index (IRI) dan Surface Distress Index (SDI) pada Perkerasan Lentur Jalan Raya, Universitas Syiah Kuala, Banda Aceh Darussalam.
  6. Kementerian Pekerjaan Umum, 2009, Prediksi Tebal Lapisan Beraspal Menggunakan Data Lendutan FWD dan Metode Neural Network untuk Single Layer Perceptron, Kementerian Pekerjaan Umum, Bandung.
  7. Kementerian Pekerjaan Umum, 2011, Panduan Survai Kondisi Jalan, No. SMD 03/RCS, Kementerian Pekerjaan Umum, Jakarta.