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Bungin, Erni Rante
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Analisis Bangkitan Perjalanan Penduduk Pada Perumahan Griya Daya Permai Ferdyelia Paletey; Bungin, Erni Rante; Bestari, Sufiati
Paulus Civil Engineering Journal Vol. 6 No. 4 (2024): PCEJ Vol.6, No.4, Desember 2024
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/8s5y3z60

Abstract

Sejalan dengan meningkatnya kepadatan penduduk, maka jumlah pergerakan semakin meningkat, Kota Makkasar sebagai salah satu tujuan masyarakat Indonesia timur sebagai pusat pendidikan, kesehatan, mencari lapangan kerja dan lain sebagainya. Perumahan Griya Daya Permai memiliki karakteristik penduduk dari segi strata sosial budaya, pekerjaan, maupun tingkat pendapatan yang baik. Bangkitan perjalanan yang dilakukan oleh sejumlah masyarakat Perumahan Griya Daya Permai akan menimbulkan kemacetan. Penelitian ini dilakukan untuk mengetahui karakteristik rumah tangga dan karakteristik perjalanan rumah tangga serta memodelkan bangkitan perjalanan di Perumahan Griya Daya Permai. Survei ini dilakukan dengan cara membagikan kuisioner dan wawancara langsung kepada kepala rumah tangga setiap unit rumah. Menganalisis data dengan metode regresi linear berganda. Hasil penelitian menunjukkan bahwa faktor yang mempengaruhi bangkitan perjalanan pada Perumahan Griya Daya Permai adalah jumlah anggota keluarga yang Kuliah/Sekolah (X4), jumlah pendapatan rata-rata (X5), dan jumlah Sepeda motor (X6), terhadap jumlah bangkitan (Y). Model persamaan bangkitan perjalanan di Perumahan Griya Daya Permai adalah Y = 0,239 + 0,136 X4 + 0,307 X5 + 0,310 X6, nilai koefisien determinasi (R2) sebesar 65,6%.
Penggunaan Batu Sungai Kula Kabupaten Luwu Utara Pada Campuran HRS-BASE Valensia Rerungan; Bungin, Erni Rante; Bumbungan, Monalisa
Paulus Civil Engineering Journal Vol. 6 No. 4 (2024): PCEJ Vol.6, No.4, Desember 2024
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/mbqpx831

Abstract

Lataston lapis pondasi (HRS-Base) memiliki proporsi fraksi agregat kasar lebih besar daripada lataston lapis permukaan (HRS-Wearing course). Penelitian ini bertujuan agar bisa mengetahui karakteristik agregat,aspal dan filler yang digunakan dalam campuran beraspal, nilai karakteristik HRS-Base dalam pengujian Marshall Konvensional,serta mengetahui persentase stabilitas Marshall sisa dari uji Marshall immersion dengan menggunakan agregat dari Sungai Kula’ berdasarkan pengujian Laboratorium. Metode yang dipakai pada studi ini ialah metode Marshall Konvensional agar didapatkan karakteristik campuran, menciptakan angka Stabilitas Marshall Sisa (SMS).Dari hasil pengujian yang dilaksanakan di laboratorium menunjukan bila semua parameter karakteristik pencampuran seperti stabilitas, Marshall Quotient, VFB, VIM, VMA, dan flow pada kadar aspal 5,5%,6%,6,5%,7%, dan7,5% telah memenuhi. Dimana didapatkan Kadar Aspal Optimum (KAO) yaitu kadar aspal 6,5%, dan spesifikasi nilai Stabilitas Marshall Sisa (SMS) yaitu 94,58%.
Penggunaan Agregat dari Sungai Sarambu Ratte Balla Kecamatan Bittuang Kabupaten Tana Toraja Sebagai Campuran Beton Buarlele, Luciana; Bungin, Erni Rante; Alias Belopa
Paulus Civil Engineering Journal Vol. 7 No. 1 (2025): PCEJ Vol.7, No.1, Maret 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/hkdt7g90

Abstract

The Sarambu Ratte Balla River has a fairly clean aggregate, which can be seen visually with a clear river flow, making the Sarambu Ratte Balla river one of the sources of aggregate that can be utilised by the local community. The purpose of this study was to assess the compressive strength, split tensile strength, and flexural strength.This research was conducted at the Structure and Materials Laboratory, Siipiil Engineering Study Programme, Faculty of Engineering, University of Indonesia Paulus University. Method used in the mix design is SNI 7656:2012. The actual compressive strength test results for the design mix of 25 MPa concrete at 28 days reached 25.832 MPa, with a splitting tensile strength of 2.475 MPa and a flexural strength of 2.441 MPa, all meeting the design strength criteria for concrete. The actual compressive strength test results for the design mix of 30 MPa concrete at 28 days reached 30.451 MPa, with a splitting tensile strength of 2.875 MPa and a flexural strength of 3.146 MPa. Conclusion in this study has good results as a concrete mixture. This can be observed from the results of concrete testing that meets the quality of the plan, namely 25 MPa and 30 MPa.
Penggunaan Agregat Sungai Batu Mallopie Kabupaten Barru Sebagai Bahan Campur Beton Alri Paembonan; Bungin, Erni Rante; Sandy, Desi
Paulus Civil Engineering Journal Vol. 7 No. 2 (2025): Paulus Civil Engineering Journal V7N2 2025
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/j27ey444

Abstract

Concrete is a component that is applied to construction other than wood and steel because of its advantages, resistant to fire, corrosion, durable and easy to form one of the elements of concrete formation in the form of aggregate that is easy to get, one of which is aggregate from the Batu Malopie River, Barru Regency, coarse aggregate is the main maretial element in concrete that can affect the quality of the concrete so that this study varies the size of the coarse aggregate used, namely 1" and 3/4". The purpose of this study is to find out the character values of fresh concrete, namely the slump value and fill weight as well as the results of compressive strength, pull, bending strength, along with elastic modulus. The method used for this test is experimental in a laboratory that refers to SNI 7656-2012. The results of the fresh concrete test were obtained that the slump test values for both variations still met  the planned slump,  which was between 2.5-10 mm, and the results of the concrete content weight test met the concrete weight requirements of 2300-2400 kg/m3, the results obtained in the hard concrete test for compressive strength, tensile strength, bending strength and modulus of elasticity, through the planned quality of 25 Mpa with variations of 1" and 3/4" in the 28-day test met the planned quality.  For the 3/4" coarse aggregate variation, the quality result was obtained larger than the 1" variation.
The Evaluasi Kelayakan Pembangunan Rumah Sederhana Program Bantuan Stimulan Perumahan Swadaya: - Ernawati, Ernawati; Latupeirissa, Josefine Ernestine; Bungin, Erni Rante
JURNAL SIMETRIK Vol 15 No 1 (2025): JUNI
Publisher : Pusat Penelitian dan Pengabdian Kepada Masyarakat (P3M) Politeknik Negeri Ambon

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/js.v15i1.2872

Abstract

The need for housing is increasing in line with population of Indonesia. Therefore, housing development needs to be encouraged for the sustainability of housing availability for the people, including Low-Income Communities. The construction of Simple Houses under the Bantuan Stimulan Perumahan Swadaya Program (BSPS) in Village "B" in Ambon City needs to be evaluated for its feasibility to ensure compliance with applicable standards. Therefore, the purpose of this study is to evaluate the feasibility of new construction of simple houses under the BSPS program at that location. Observation and distribution of questionnaires were carried out to collect primary data while secondary data were in the form of documents, where both data were obtained from related parties. The MLR method was used to analyze the effect of three independent variables, i.e. the adequacy of the area of the house building (X1), the safety of the house building (X2), and the health of the occupants/house building (X3) on the dependent variable, habitable houses (Y). The results that the independent variables X1, X2, and X3 had a positive effect on the dependent variable Y, which means that the Construction of Simple Houses under the BSPS in Village "B" in Ambon City is feasible. Keywords: Evaluation, housing feasibility, minimalist house development, BSPS programme
Co-Authors Alias Belopa Alri Paembonan Anga, Natalia Apriyani, Ika Bestari, Sufiati Bumbungan, Monalisa David Arin Edita, Yoclina Elson Junaedy Ernawati Ernawati Ferdyelia Paletey Ixsus Alexander Sappetau Latupeirissa, Josefine Ernestine Luciana Buarlele Lukman, Melly Mary Selintung Nathan, Marlan Palebangan, Dimas S Palinggi, Monika Datu Mirring Rivaldy A. D. Patinggi Sandy, Desi Sardi Pulu Singgih, Hanna M. Sitampang Bato’ Sau Tanan, Benyamin Tandira'pak, Seri Tanje, Herman Welem Valensia Rerungan Yelvius Data