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Jennie Kusumaningrum
Universitas Gunadarma
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PERENCANAAN PENINGKATAN KINERJA BUNDARAN KECAPI KOTA BEKASI, JAWA BARAT, INDONESIA Putri, Rahajeng Nugraha; Kusumaningrum, Jennie; Yasin, Nurina
UG Journal Vol 18, No 6 (2024)
Publisher : Universitas Gunadarma

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Abstract

Bundaran Kecapi menjadi penghubung beberapa pusat kegiatan di wilayah Kecamatan Pondok Melati Kota Bekasi dan sekitarnya. Pertumbuhan volume lalu lintas yang terus meningkat di Bundaran Kecapi menyebabkan konflik antara kendaraan dari arah yang berbeda. Bundaran Kecapi Kota Bekasi memiliki empat jalinan yaitu Jalan Raya Kodau, Jalan Raya Legok, Jalan Raya Kampung Sawah, Jalan Arteri Jorr Jatiwarna. Tujuan dalam studi ini adalah untuk meningkatkan kinerja Bundaran Kecapi Kota Bekasi mmengacu Manual Kapasitas Jalan Indonesia (MKJI) 1997. Data yang digunakan yaitu data primer dan data sekunder. Data primer dari hasil survei berupa data geometrik jalan dan data lalu lintas. Data sekunder diperoleh dari Badan Pusat Statistik Kota Bekasi. Hasil yang didapat dari analisis perencanaan kinerja bundaran kecapai Kota Bekasi yaitu derajat kejenuhan (DS) setiap jalinan berbeda yaitu pada jam puncak pagi jalinan AB = 0,71, jalinan BC = 0,54, jalinan CD = 0,44, jalinan DA = 0,93, sedangkan jam puncak sore jalinan AB = 0,64, jalinan BC = 0,53, jalinan CD = 0,47, jalinan DA = 0,92 dari ketentuan nilai derajat kejenuhan yaitu (<0,75), dimana seharusnya jalinan DA tidak melebihi dari yang ditentukan. Maka perlu diadakan alternatif solusi untuk mengurangi nilai derajat kejenuhan jalinan DA dengan pelebaran jalan 6 meter.
Perencanaan Pondasi Borepile Pada Jembatan, Studi Kasus : Jembatan Utama Cisadane Wulan, Asri; Pujiawati, Krismonika; Kusumaningrum, Jennie
Jurnal Sains dan Teknologi (JSIT) Vol. 3 No. 1 (2023): January-April
Publisher : CV. Information Technology Training Center - Indonesia (ITTC)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/jsit.v3i1.479

Abstract

The most important part in a bridge construction is the foundation. Bore pile foundation is planned for 2 abutments and 5 piers. The entire foundation uses a diameter of 1 meter with a depth of 20-30 meters. Calculation of axial bearing capacity using the reese and wright method produces a single pile axial bearing capacity of 268.090 - 470.697 tons. The efficiency of the pile group using the Converse-Labarre method and the axial bearing capacity of the pile group is 5870,246 - 33176,233 tons. Single pile settlement using a semi-empirical method and resulted in a decrease of 50,100 - 59,490 mm. The settlement of the pile group used the vesic method and resulted in a decrease of 6,627 - 13,302 cm. consolidation decrease using the coefficient of volume change and resulted in a decrease of 104,024-576.047 mm with a time of 5,694-26,731 years. The calculation of lateral bearing capacity and pile deflection using the Broms method resulted in the lateral bearing capacity of the pile group of 3024-20580 tons and deflection of 1.485-5.888 mm. foundation reinforcement using the reference of SNI 2847-2019. Longitudinal reinforcement using 10D32 and stirrup reinforcement D16-50 and D16-75. Pile cap planning refers to SNI 2847-2019, resulting in a pile cap thickness of 1.5-4 meters. The X direction and Y direction reinforcement used are D32-150 for the pier and D32-150 and D25-150 for the abutment. The calculation of the cost budget plan uses the unit price analysis method and the resulting total cost is 73.574.031.053.
Co-Authors Akmal, Muhammad Lutfhi Asri Wulan Dody Pernadi Dody Pernadi Hartadi, Raden Andhika Prihestira I. B. Sufitriasa Ida Ayu Ari Angreni Lailasari, Mita Neneng Winarsih Nusyirwan, Nurul Hidayati Pujiawati, Krismonika Putri, Rahajeng Nugraha Santi Widiastuti Sri Siti Rahayu, Sri Siti Trini Saptariani Wahyuningrum, Maria Y Aryati Wati, Sutresna Widiyaningsih, Wiwied Yasin, Nurina