Article Per Year (5 Year)
p-Index From 2021 - 2026
1.037
P-Index
This Author published in this journals
All Journal Teknik Sipil dan Arsitektur Prosiding Seminar Nasional Sains Dan Teknologi Fakultas Teknik Jurnal Teknik Sipil dan Arsitektur Jurnal Teknik Sipil Giratory Upgris ENVIRO: Journal of Tropical Environmental Research International Journal of Sustainable Building, Infrastructure and Environment
Agustina Wardani
Universitas PGRI Semarang
Civil Engineering, Building, Construction & Architecture Computer Science & IT Energy Engineering Environmental Science Social Sciences Transportation

Published : 8 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 8 Documents
Search

 1 
PEMANFAATAN SEKAM PADI PADA BATAKO Slamet Budirahardjo; Agung Kristiawan; Agustina Wardani
Prosiding SNST Fakultas Teknik Vol 1, No 1 (2014): PROSIDING SEMINAR NASIONAL SAINS DAN TEKNOLOGI 5 2014
Publisher : Prosiding SNST Fakultas Teknik

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Batako merupakan bahan bangunan yang digunakan oleh kebanyakan orang sebagai pasangan dinding. Dari fungsinya sebagai penyekat maka dinding dapat dibuat dari berbagai bahan seperti pasangan bata, pasangan batu kali, papan kayu, bilik partisi dan sebagainya. Limbah sekam padi adalah sisa hasil penggilingan panen padi berupa kulit gabah. Pemanfaatan limbah berupa sekam padi dengan jumlah banyak, pemanfaatannya kurang menguntungkan dan proses penghancuran secara alami sangat lambat. Pemanfaatan limbah sekam padi dengan menggunakan proses yang sederhana sebagai campuran isian batako (bata beton) padat layak dicoba untuk meminimalkan masalah lingkungan. Bahan baku campuran berupa semen, pasir dan sekam padi. Umur batako yang dilakukan pengujian adalah minimal 14 hari dengan menetapkan komposisi semen, pasir dan sekam padi. Rasio perbandingan bahan baku berupa pasir dan sekam padi berdasarkan volume divariasikan. Bagian untuk pasir bervariasi dari 4 bagian, 5 bagian, 6 bagian dan 7 bagian. Sedangkan bagian untuk sekam padi bervariasi dari 1 bagian, 2 bagian dan 3 bagian. Selanjutnya campuran dicetak dan dipres dengan rojok, lalu dilakukan uji kelayakan yang meliputi : uji tampak luar, uji penyerapan air dan uji kuat tekan untuk mengetahui kualitas batako. Dari hasil pengujian yang telah dilakukan didapat hasil kuat tekan campuran mortar dengan variasi sekampadi yang optimal, meningkat dari campuran 1PC : 4 Psr : 1 Sekam sampai campuran 1PC : 6 Psr : 1 Sekam kemudian menurun pada campuran 1 PC : 7 Psr : 1 Sekam Kata kunci : Limbah sekam padi, Pemanfaatan, Isian batako
REDESAIN LINGKUNGAN KANTOR DESA KENALAN BERBASIS KONSTRUKSI SEDERHANA DAN PEMANFAATAN BAHAN BANGUNAN LOKAL AGUSTINA WARDANI; RATRI SEPTINA SARASWATI; FAJRI FERDIANSYAH
Jurnal Teknik Sipil dan Arsitektur Vol. 24 No. 1 (2019): JURNAL TEKNIK SIPIL DAN ARSITEKTUR
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v24i1.817

Abstract

Berangkat dari permasalahan bahwa bangunan di kompleks Kantor Kepala Desa Kenalan sudah memerlukan penyesuaian, dengan  redesain bangunan sehingga tercipta efisiensi lahan di lingkungan Kantor Desa Kenalan. Setelah menjadi desa wisata di tahun 2017, dan dibangunnya Balai Ekonomi Desa (Balkondes) sebagai prasarana pariwisata oleh BUMN, bersebelahan dengan kantor Pemerintah Desa Kenalan, Aktivitas warga meningkat dengan mulai berdatangannya pengunjung, dan akibat keterbatasan lahan pengunjung memarkir kendaraannya di halaman kantor desa. Dampaknya timbul ketidaknyamanan di lingkungan kantor, terutama bagi kegiatan sekolah PAUD. Pemecahan masalah utama lingkungan PAUD dengan pembuatan desain bangunan baru sehingga murid bisa beraktifitas belajar dan bermain di dalam ruang kelas maupun di taman tanpa terganggu. Lahan yang tersedia sangat terbatas dan memiliki kontur cukup ekstrim, tetapi memiliki potensi alam sungai dan kebun yang memberikan iklim sejuk. Maka dibuat desain bangunan yang menyesuaikan kondisi tersebut, memperhatikan kekuatan konstruksi, estetika, tetapi juga efisiensi bahan, Pada bagian lahan berkontur menggunakan ketinggian lantai berjenjang, sehingga dapat membentuk bangunan dua lantai, dengan fungsi PAUD di dasar dan kantor desa di lantai atas. Bangunan didesain menggunakan konstruksi batu kali, dinding bata, dan memanfaatkan udara alami dengan ventilasi bersilang sehingga memberi keamanan dan kenyamanan pengguna. Pembuatan ramp sebagai pengganti tangga dan pemagaran tepi sungai untuk keamanan siswa.
Analisis Lalu Lintas Terhadap Kapasitas Jalan Jolotundo Kota Semarang Agustina Wardani; Willy Anastasya Ilonka
ENVIRO: Journal of Tropical Environmental Research Vol 24, No 2 (2022): September
Publisher : Pusat Penelitian Lingkungan Hidup, LPPM, Universitas Sebelas Maret

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20961/enviro.v24i2.70719

Abstract

Road capacity is the ability of road sections to accommodate ideal traffic flow or volume in a certain unit of time, expressed in the number of vehicles passing through a certain road section in one hour. The purpose of this study is to determine the performance of road traffic by calculating passing vehicles, road geometric conditions and environmental conditions. The study conducted in this research is conducted on the Jolotundo road section of Semarang city with the aim of calculating capacity and level of service, namely by conducting surveys (starting from 06.00 - 09.00 and 15.00 - 18.00), the data obtained are traffic volume data, vehicle speed and road geometric data. The data processing was carried out using the 1997 Indonesian Road Capacity Manual (MKJI) method where the degree of saturation (DS) as an indicator of traffic behavior on the Jolotundo section of Semarang City. From the results of the survey data processing, the capacity value on this road section is 1543.25 smp/hour and the level of service at LOS C with a value of 0.49, which means that the traffic volume on the Jolotundo road section currently has a stable flow, but the speed and movement of vehicles are controlled.
PENANGANAN BANJIR DAERAH ALIRAN SUNGAI BABON KOTA SEMARANG Ikhwanudin, ikhwanudin; Yudaningrum, Farida; Wardani, Agustina
Jurnal Teknik Sipil Giratory UPGRIS Vol 5, No 1: Juni 2024
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v1i1.19456

Abstract

Floods are natural disasters that we often encounter during the rainy season. Apart from there are also tidal floods which are caused by global warming, this problem occurs in the city of Semarang, especially North Semarang, specifically the north coast of the Java Sea. Floods that occurred in 2021 in the city of Semarang include Starting from Genuk, Kaligawe, Satsiun Tawang, Tanjungmas, Karangayu, the flood disaster was caused by high rainfall, while tidal floods caused high tides and inundated roads and houses of residents on the north coast of Semarang city. To handle this problem, the government Currently we have made embankments, namely making embankments including the Sringin River which is equipped with a ponpa, Tenggang River, Babon River, Semarang River, Banger River, and others. These embankments are equipped with pumps so that when the water from upstream to downstream is high, the water is pumped. to the sea, the aim is to find out one of the annual discharges of the river, namely the Babon, and to find out the tamping capacity of the Babon River Longstorage. Apart from that, there is a method for handling tidal floods, namely using the Babon River Longstorage which is equipped with a pump, if there is high tide which inundates roads and houses. residents then the pump is turned on, whereas if the water recedes and does not inundate residential areas then the pump is turned off. Flood control analysis is calculated using the HEC-RAS program simulation using a return period of 50 years. Based on calculations using the HEC-HMS program. The flood discharge is 2,529 m3/sec. The high tide elevation is + 1.67 m, while the normal water level is -0.5 m.
ANALISIS KERUSAKAN JALAN AKIBAT VOLUME KENDARAAN “STUDI KASUS : JALAN RAYA SEMARANG BOJA KM 38 – 42” Wardani, Agustina; Kristiawan, Agung; Samsudin, Nur
Jurnal Teknik Sipil Giratory UPGRIS Vol 1, No 1: Juni 2020
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (494.07 KB) | DOI: 10.26877/giratory.v1i1.7907

Abstract

Volume lalu lintas merupakan salah satu faktor penyebab terjadinya kerusakan pada jalan. Dengan jumlah kendaraan yang semakin bertambah dimungkinkah jalan akan mengalami kerusakan dalam waktu yang relatif pendek.  Jalan  Raya Semarang  Boja menggunakan  tipe perkerasan  lentur  atau  flexible  pavement  dan  menurut wewenangnya jalan tersebut termasuk ke dalam kategori jalan provinsi. Tujuan dari penelitian ini antara lain yaitu untuk mengetahui tingkat kerusakan yang terjadi di ruas jalan tersebut dengan menggunakan metode Bina Marga, untuk mengetahui Lalu lintas harian rata-rata (LHR) pada jam-jam puncak, serta mengidentifikasi jenis kerusakan yang terjadi di ruas jalan tersebut. Metode pengumpulan data dengan observasi atau pengamatan secara langsung. Hasil penelitian ini adalah : (1) nilai kerusakan perkerasan jalan (Nr) untuk arah Semarang – Boja (timur ke Barat) yaitu 89,2, sedangkan nilai kerusakan jalan (Nr) untuk arah Boja – Semarang (barat – timur ) yaitu 76. (2) Nilai LHR pada ruas jalan tersebut yaitu 2382,5 smp/jam, dan jam puncak pada kondisi pagi terjadi pada hari senin pukul 06.00 – 07.00 sesesar 1664,3 smp/jam sedangkan kondisi sore terjadi pada hari senin pukul 16.00 -17.00 sebesar 1134,6 smp/jam. (3) Berdasarkan survei kondisi jalan jenis kerusakan jalan pada ruas jalan Raya Semarang Boja KM 38 – 42 antara lain: retak memanjang, retak kotak – kotak, retak kulit buaya, alur, lubang, amblas dan kerusakan pada sisi jalan. Dari sekian banyak jenis kerusakan yang terjadi, jenis kerusakan retak yang paling banyak terjadi di ruas jalan tersebut.  
ALOKASI AIR BAKU DAS PAKIJANGAN DI KABUPATEN BREBES Ikhwanudin; Afifah, Risdiana Cholifatul; Husodo, Ibnu Toto; Wardani, Agustina
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v31i1.5405

Abstract

The Pakijangan River Basin in Brebes Regency plays a critical role in supplying raw water for domestic, agricultural, and environmental needs. However, the absence of continuous streamflow records and increasing pressure on water resources pose significant challenges to effective management. This study aims to quantitatively estimate water allocation within the basin through a water balance approach. The methodology includes field surveys of existing conditions, analysis of water demand and availability, and water balance simulation using the RIBASIM (River Basin Simulation) model integrated with the Sacramento rainfall-runoff method. Rainfall data were obtained from two representative manual stations: Klampok and Slatri. Simulation results indicate that the Pakijangan Basin remains in surplus throughout the year, with dependable flow sufficient to meet all domestic and non-domestic water demands. With a distribution efficiency indicator (K factor) of 1, the basin even has the capacity to supply neighboring basins (Pemali River Basin) at a rate of 0.1 m³/s. These findings serve as a valuable foundation for sustainable, equitable, and efficient water resource planning and management in the region
ALOKASI AIR BAKU DAS PAKIJANGAN DI KABUPATEN BREBES Ikhwanudin; Afifah, Risdiana Cholifatul; Husodo, Ibnu Toto; Wardani, Agustina
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v31i1.5405

Abstract

The Pakijangan River Basin in Brebes Regency plays a critical role in supplying raw water for domestic, agricultural, and environmental needs. However, the absence of continuous streamflow records and increasing pressure on water resources pose significant challenges to effective management. This study aims to quantitatively estimate water allocation within the basin through a water balance approach. The methodology includes field surveys of existing conditions, analysis of water demand and availability, and water balance simulation using the RIBASIM (River Basin Simulation) model integrated with the Sacramento rainfall-runoff method. Rainfall data were obtained from two representative manual stations: Klampok and Slatri. Simulation results indicate that the Pakijangan Basin remains in surplus throughout the year, with dependable flow sufficient to meet all domestic and non-domestic water demands. With a distribution efficiency indicator (K factor) of 1, the basin even has the capacity to supply neighboring basins (Pemali River Basin) at a rate of 0.1 m³/s. These findings serve as a valuable foundation for sustainable, equitable, and efficient water resource planning and management in the region
ANALYSIS OF ROAD SURFACE DISTRESS USING PAVEMENT CONDITION INDEX (PCI) AND BINA MARGA METHOD (Case Study: Jalan KH. Abdurahman Wahid, STA. 0+000 – STA. 1+950, Wonosobo Subdistrict) Nugroho, Galang -; Saputra, Vian Guntur; Wardani, Agustina; Budirahardjo, Slamet
International Journal of Sustainable Building, Infrastructure and Environment (IJOSBIE) Vol 6, No 2 (2025)
Publisher : Science and Technology Research Centre, Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/ijosbie.v6i2.25079

Abstract

Wonosobo is one of the tourist destinations in Central Java, making highways a vital element in supporting the mobility of both residents and visitors. One of the strategic roads is Jalan KH. Abdurahman Wahid, which connects the center of Wonosobo City with the Dieng Tourism Area. The surface condition of this road segment shows various types of damage that have the potential to disrupt transportation flow. This study aims to analyze the surface layer damage on Jalan KH. Abdurahman Wahid from STA. 0+000 to STA. 1+950 in Wonosobo District using two approaches: the Pavement Condition Index (PCI) method and the Bina Marga Method. The PCI method is used to evaluate the extent of damage based on visual inspection results, while the Bina Marga Method is employed to identify types of damage and determine their handling priority levels through the calculation of Priority Order (Urutan Prioritas/UP). The survey and analysis results indicate eight types of damage based on the Pavement Condition Index (PCI), with an average PCI score of 35.62 (categorized as Very Poor), and the lowest score of 20 (categorized as Serious) found in sample units 3, 10, and 13. According to the Bina Marga Method, six types of damage were identified with a Priority Order (UP) value of 6, indicating that the road segment falls into the priority category for Periodic Maintenance. It can be concluded that this road segment requires immediate treatment either in specific sections or along the entire stretch. The analysis results are expected to serve as a consideration for relevant agencies in managing road infrastructure effectively and sustainably.
Co-Authors Afifah, Risdiana Cholifatul Agung Kristiawan FAJRI FERDIANSYAH Ibnu Toto Husodo, Ibnu Toto Ikhwanudin Ikhwanudin Ikhwanudin Nugroho, Galang - RATRI SEPTINA SARASWATI Samsudin, Nur Saputra, Vian Guntur Slamet Budirahardjo Willy Anastasya Ilonka Yudaningrum, Farida