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Gita Puspa Artiani
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Journal : Multicience

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EVALUATION OF FACTORS AFFECTING DELAY IN UJUNG MENTENG FLAT HOUSING PROJECT WORK CHANDRA PURNOMO ADJIE; GITA PUSPA ARTIANI; INDRIASARI
INTERNATIONAL JOURNAL OF MULTI SCIENCE Vol. 4 No. 02 (2024): INTERNATIONAL JOURNAL OF MULTISCIENCE - MAY -AUGUST 2024
Publisher : CV KULTURA DIGITAL MEDIA

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Economic growth in DKI Jakarta has driven significant infrastructure development, from buildings to public transportation, which play a vital role in people's lives. Smooth development will have a big impact, while delays in construction projects can result in losses and conflicts due to deviations from the set schedule and quality. This forces construction companies to develop rapidly and demands effective strategies to overcome problems that cause delays. For example, the Ujung Menteng Flats project which started on December 4, 2019 and aims to target low-income people in Jakarta, experienced a deviation of -0.271% from the plan, which triggered research on the factors causing this delay. Research using the correlation test method shows several main factors causing delays in the Ujung Menteng Flats construction project, including Cost, Tools, Labor, Management, Weather, and Pandemic factors, with a significant correlation level. Cost is the most dominant factor. The study recommends improving financial planning and management to reduce delays and complete projects on budget, as well as improving project management and the availability of tools and labor.
ANALYSIS OF THE USE OF RUBBER SANDAL WASTE AS A SUBSTITUTE FOR SOME OF THE COARSE AGGREGATE IN CONCRETE AMELIA PUTRI SAMANHURI; GALI PRIBADI; GITA PUSPA ARTIANI
INTERNATIONAL JOURNAL OF MULTI SCIENCE Vol. 5 No. 03 (2025): INTERNATIONAL JOURNAL OF MULTISCIENCE - EDITION SEPTEMBER - DECEMBER 2025
Publisher : CV KULTURA DIGITAL MEDIA

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Based on SNI 1974: 2023, concrete is a composite material that hardens over time and has compressive strength at 28 days. Concrete is widely used because of its advantages, despite its disadvantages such as weight, cracking, and high formwork costs. This study reviews rubber sandal waste as a substitute for coarse aggregate at 15% and 30% to reduce the weaknesses of concrete. The background is the growth of industry, particularly the rubber sandal industry, which produces large amounts of waste. The test results show that concrete without waste (0%) achieved a compressive strength of 18.94 MPa (7 days) and 34.74 MPa (14 days), exceeding the SNI 1974: 2023 limit. With a rubber sandal waste composition of 15%, the compressive strength was 16.65 MPa (7 days) and 21.24 MPa (14 days), only meeting the 7-day requirement. The 30% composition showed similar results. This means that the use of rubber sandal waste up to 30% reduces compressive strength performance at 14 days.
Co-Authors Abdul Rokhman AMELIA PUTRI SAMANHURI Bagus Rizal Kasmana CHANDRA PURNOMO ADJIE Desi Putri Gali Pribadi Indah Handayasari Indriasari Lydia Darmiyanti Mia Amalia Nusa Setiani Triastuti