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All Journal RACIC : Rab Construction Research JOURNAL OF SCIENCE AND APPLIED ENGINEERING Jurnal Teknik Sipil
Agus Tugas Sudjianto
Universitas Widyagama Malang
Aerospace Engineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Electrical & Electronics Engineering Engineering Social Sciences Other

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The Role of Additional Ceramic Waste on Expansive Clay Stability Agus Tugas Sudjianto; Aji Suraji
JOURNAL OF SCIENCE AND APPLIED ENGINEERING Vol 5, No 1 (2022): JSAE
Publisher : Widyagama University of Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31328/jsae.v5i1.3580

Abstract

One of the construction problems is often due to poor technical properties of the soil, unstable soil, and poor soil bearing capacity is one of the causes of high shrinkage expansion. The purpose of this study was the use of ceramic waste as a stabilizing agent for expansive clay. Expansive clay samples were taken in undisturbed and disturbed conditions. Variations in addition of ceramic waste to clay are 0%, 5%, 10%, 15% and 20%. Physical properties were tested (moisture content, specific gravity, atterbeg and proctor limits) mechanical properties (free swelling). The results showed that the ceramic handicraft industry waste as a soil stabilizing agent showed that the results of the physical properties decreased in water content and specific gravity was quite consistent. In addition, the stress value increases after mixing ceramic waste are related to mechanical properties, and the longer the incubation day, the higher the swelling volume and the highest swelling volume in a mixture of 5% ceramic waste.
ANALISIS TUNDAAN DAN PANJANG ANTRIAN AKIBAT PENUTUPAN PALANG PINTU KERETA API JPL 241 SUMBERGEMPOL TULUNGAGUNG Arditya Radiantama; Aji Suraji; Agus Tugas Sudjianto
Racic : Rab Construction Research Vol. 10 No. 1 (2025): JUNI 2025
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v10i1.5311

Abstract

A good transportation system can guarantee safety, smoothness, speed, punctuality and comfort for the community. The JPL 241 Sumbergempol intersection includes a level crossing with various activities such as markets, shops and universities around the road location. The meeting of two types of transportation infrastructure results in significant traffic flows. The aim of the research is to analyze volume, capacity, degree of saturation, delays and length of vehicle queues. The data collection method is by conducting a direct survey at the JPL 241 Sumbergempol location. The data analysis method uses the 1997 MKJI guidelines. The research was carried out for 2 days on Sunday and Monday with an observation duration of 16 hours starting at 06.00 - 22.00 WIB. Data collection methods using survey equipment and field survey forms include traffic volume data, train gate closure duration data, vehicle delay data, and vehicle queue length data. The results of the analysis of the maximum traffic flow volume occurred on Monday at 17:45-18:00, amounting to 1230 pcu/hour with an average traffic flow volume of 871 pcu/hour. The results of the capacity analysis on the road section were found to be 2419.3 pcu/hour with a degree of saturation of 0.72. The results of the traffic delay analysis showed that the total traffic delay was 7805 sec/pcu with an average traffic delay of 1561 sec/pcu. The results of the queue length analysis using drone video showed an average of 36.6 pcu or 989.7 m long.
Analisis Kinerja Simpang Empat Bersinyal RSUD dr. R. Soedarsono Kota Pasuruan Terhadap Tundaan dan Panjang Antrian M. Afiful Riza; Aji Suraji; Agus Tugas Sudjianto
Teras Jurnal : Jurnal Teknik Sipil Vol. 15 No. 1 (2025): Volume 15 Nomor 1, Maret 2025
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v15i1.1200

Abstract

Abstrak Simpang empat bersinyal RSUD dr. R. Soedarsono Kota Pasuruan terletak pada jalur utama transportasi dan perdagangan Surabaya dan Bali menjadikan peningkatan arus lalu lintas signifikan. Meskipun Simpang sudah terpasang Alat Pemberi Isyarat Lalu Lintas (APILL) Area Traffic Control System (ATCS), belum bisa mengurai kepadatan volume kendaraan. Penelitian ini bertujuan untuk mengevaluasi kinerja simpang dan dapat memberikan solusi terbaik untuk mengatasi permasalahan lalu lintas tersebut. Pengumpulan data menggunakan metode survei lalu lintas. Metode analisis dan perhitungan data menggunakan metode MKJI 1997. Berdasarkan hasil analisis kinerja simpang pada kondisi eksisting 3 (tiga) fase diperoleh volume lalu lintas harian rata-rata (LHR) tertinggi pada hari Senin pukul 06:15 - 07:15 WIB sebesar 2.282 smp/jam. Kapasitas simpang rata-rata sebesar 712 smp/jam. Nilai derajat kejenuhan rata-rata sebesar 0,80. Panjang antrian rata-rata sebesar 110,71 m. Tundaan rata-rata pada simpang yaitu 28,52 det/smp dengan mengacu pada tundaan rata-rata simpang didapatkan tingkat pelayanan simpang adalah D. Kata kunci: simpang bersinyal, derajat kejenuhan, panjang antrian, tundaan, tingkat pelayanan.  Abstract The signalized intersection of dr. R. Soedarsono Hospital in Pasuruan City is located on the main transportation and trade routes of Surabaya and Bali, making a significant increase in traffic flow. Even though the intersection has been installed with the Traffic Signaling Device (APILL) Area Traffic Control System (ATCS), it has not been able to decompose the density of vehicle volume. This research aims to evaluate the performance of intersections and can provide the best solution to overcome these traffic problems. Data collection uses the traffic survey method. The method of data analysis and calculation uses the 1997 MKJI method. Based on the results of the analysis of the performance of the intersection in the existing condition of 3 (three) phases, the highest average daily traffic volume (LHR) was obtained on Monday at 06:15 - 07:15 WIB of 2,282 smp/hour. The average interchange capacity is 712 smp/h. The average saturation degree value was 0.80. The average queue length is 110.71 m. The average delay at the intersection is 28.52 sec/junior high school with reference to the average delay of the intersection, the service level of the intersection is D. Keywords:   signalized intersection, degree of saturation, queue length, delays, level of service (LOS) intersection.
Co-Authors Aji Suraji Aji Suraji Arditya Radiantama M. Afiful Riza