ISSN 2085-5761 (Print) Jurnal POROS TEKNIK, Volume 9 No. 1, Juni 2017 : 1-41 ISSN 2442-7764 (Online) 36 PAVEMENT DESIGN COMPARATIVE ANALYSIS USING BINA MARGA DESIGN METHOD (Pt T-01-2002-B) AND PAVEMENT DESIGN MANUAL (NO.04/SE/Db/2017) (CASE STUDY: TRISAKTI PORT - LIANG ANGGANG) Utami Sylvia Lestari (1) , Nurhafni Karina Resentia (1) Email: utami.s.lestari@ulm.ac.id (1) Civil Engineering Departement, Universitas Lambung Mangkurat ABSTRACT Traffic load repetition is the main variable in flexible pavement layers design. In addition, a soil bearing capacity factor is also required for determining the thickness of the flexible pavement layer so that the pavement had been designed will be in good perfomance during the that period. The determination of thickness layers using the 2002 method (Pt T-01-2002 B) is based on the traffic load during the design period and subgrade resilient modulus value. Meanwhile the 2017 method (Pavement design manual No. 04/SE/Db/2017), layers thickness was determined based on traffic load and CBR subgrade value. Based on the calculation using both methods, the pavement layers thickness with the pavement design manual 2017 method is more thick than 2002 method. While the ESAL calculation using both methods, the 2002 method value is more larger than the pavement design manual 2017 method. Keywords: ESAL, Thickness layers, 2002 method, 2017 method 1. INTRODUCTION Port access roads have provided an important part of the movement in the port area. Therefore, it is necessary to design an effective highway structure for accommodate the traffic loads exceed during the service period. Especially for Trisakti port access road which is an important port in South Kalimantan. Alongside with pavement technology development, there are many methods for thickness layer pavement design. Therefore, the Directorate General of Bina Marga trying to develop the design method in appropriate with the characteristics of Indonesia region. Some of the pavement design methods that used in Indonesia are the Bina Marga method (Pt T-01-2002 B) and the Pavement Design Manual (No.04 / SE / Db / 2017). Bina Marga method (Pt-T-01-2002-B) is a method issued in 2002 which refers to the AASTHO 1993 method. Comparative result Bina Marga 2013 method and AASTHO 1993 method was obtained that Bina Marga 2013 method is more effective than AASTHO 1993 method, that because the design parameter assumptions is more simple than AASTHO 1993 method [7]. The pavement design manual (No.04 / SE / Db / 2017) is the result of a revision from Directorate General of Bina Marga in 2013. There have been several changes on this method when that compared with the previous method. Therefore, the comparative study should be done by using other methods to determine the effectiveness for design. The purpose of this study was to compare the results of pavement thickness calculation using Bina Marga method (Pt T-01-2002 B) and Pavement design manual (No. 04 / SE / Db / 2017). Pavement design manual that used in this study is a revision of the previous version that releases in 2013 2. METHODOLOGY RESEARCH The work program of this research described in a flowchart shown in Fig. 1. There are two methods used in this paper, Bina Marga method (Pt T-01-2002-B) and Pavement Design Manual 2017. Bina Marga Method (Pt T-01-2002 B) Analysis The analysis process using Bina Marga method (Pt T-01-2002 B) has illustrated with the flowchart in Fig. 2. For traffic data, will use for ESAL (equivalent single axle load) calculation. So, that the results in load repetition during the design period.