EVALUASI KEKUATAN BETON BOX CULVERT DENGAN METODE CURING TIME PADA PROYEK PENINGKATAN STRUKTUR JALAN DAN PEMBANGUNAN JEMBATAN GEUMPANG – PAMEU (MISSING LINK) SEKSI II KABUPATEN PIDIE PROVINSI NANGGROE ACEH DARUSSALAM (NAD)

dc.contributor.authorRahman, Aulia
dc.date.accessioned2025-04-29
dc.date.available2025-04-29
dc.date.issued2024
dc.identifier.uri https://jurnal.uisu.ac.id/index.php/JTSIP/article/view/10589
dc.description.abstract Geumpang – Pameu road construction is a new road contruction that has a section length of 60.6 Km with a project duration of three years with a total cost around 500 Billion Rupiah. There are 73 Box Culvert that will be built. Road Structure Improvement Project and Geumpang – Pameu Bridge Contruction (Missing Link) Section II is located in Geumpang Sub-district. Nanggroe Aceh Darussalam Province. The test specimens were made based on the Mix Design that was made based on the result of the Laboratorium test material that has been done before. This research involved three treatment methods, namely unrated test specimens, water-soaked test specimens, and test specimens covered with Geotextille fabric. Using this method so that comparisons can be made to determine which method has the best compressive strenght. Based on the results of the study, untreated test specimens only have a maximum compressive strength of 31.96 Mpa, test specimens soaked in water have a maximum compressive strength of 33 Mpa and test specimens covered with geotextile fabric have a maximum compressive strength of 32.4 Mpa. With these results the best treatment for concrete is by soaking in water. Keywords: Box Culvert, Mix Design, Concrete Treatment. en_US
dc.language.isoenen_US
dc.publisherUniversitas Harapan Medanen_US
dc.subjectKEKUATAN BETON BOX CULVERT en_US
dc.titleEVALUASI KEKUATAN BETON BOX CULVERT DENGAN METODE CURING TIME PADA PROYEK PENINGKATAN STRUKTUR JALAN DAN PEMBANGUNAN JEMBATAN GEUMPANG – PAMEU (MISSING LINK) SEKSI II KABUPATEN PIDIE PROVINSI NANGGROE ACEH DARUSSALAM (NAD)en_US
dc.typeSkripsien_US


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