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All Journal Jurnal Teknik Industri Terintegrasi (JUTIN) International Journal on Advanced Technology, Engineering, and Information System (IJATEIS)
Tjendani , Hanie Teki
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Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Electrical & Electronics Engineering Energy Engineering Industrial & Manufacturing Engineering Mechanical Engineering

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TIME DELAY ANALYSIS USING CRITICAL PATH METHOD (CPM) (Case Study: Kerobokan Bali Parking Building Construction Project) Putri, Dwi Cahyani; Witjaksana, Budi; Tjendani , Hanie Teki
INTERNATIONAL JOURNAL ON ADVANCED TECHNOLOGY, ENGINEERING, AND INFORMATION SYSTEM Vol. 3 No. 4 (2024): NOVEMBER
Publisher : Transpublika Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55047/ijateis.v3i4.1189

Abstract

Parking Building is a structure specifically built for vehicle parking. Kerobokan Bali Parking Building is one such structure that utilizes steel as its main material. With dimensions of 13.97 meters in height, 32.8 meters in width, and 16.18 meters in length, this building had a planned construction duration of 259 calendar days starting from July 2023. The parking building experienced delays due to flooding in the basement area, necessitating time acceleration analysis using the CPM method. This thesis employs the CPM method to identify critical path activities. Once the critical paths are identified, a crashing program analysis will be conducted, involving an alternative such as overtime work with a duration of 4 hours. Based on the analysis using the CPM method, it was found that 75 activities are critical, listed in Microsoft Project rows 368-369-370-372-380-381-382-383-384-385-387-388-389-390-392-393-394-395-398-399-400-402-403-404-406-412-415-416-417-419-420-421-422-424-425-426-427-428-430-431-432-433-435-436-437-438-441-442-443-445-471-472-473-475-476-477-479-526-527-528-530-535-621-628-629-630-633-634-635-638-639-640-643-644.
Analisis index kerusakan Jalan Rigid Pavement dengan metode Pavement Condition Index (PCI) pada Jalan Lebaksono – Jalan Purwojati Ngoro, Kabupaten Mojokerto Subekti , Yogi Dwi; Tjendani , Hanie Teki
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 7 No. 4 (2024): October
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v7i4.37248

Abstract

The lebaksono - purwojatingoro mojosari city is an industrial road. Various heavy and light vehicles pass through the road, causing road damage. Evaluation of road damage conditions is needed to monitor the level of road damage that occurs on a road section. This study aims to determine the level of damage that occurs. The method used in assessing the condition of this pavement damage is the PCI (Pavement Condition Index) method, conducting a visual survey by viewing and analyzing damage based on the type, level of damage and quantity of damage to serve as the basis for carrying out maintenance and repair activities. . The results of evaluating the condition of the lebaksono - purwojatingoro road section using the PCI method obtained divided slab damage (26.2%), patching small (7.82%), spalling corner (5.07%), shrinkage cracks (0. 85%), line crack (17.18%), spalling joint (4.79%), patching large (22.82%), punchout (0.85%), corner break (10.42), joint seal (1.13%), durability crack (0.85%), blow up / buckling (0.28%), popout (1.69%).
Co-Authors Budi Witjaksana, Budi Putri, Dwi Cahyani Subekti , Yogi Dwi