Article Per Year (5 Year)
p-Index From 2020 - 2025
0.408
P-Index
This Author published in this journals
All Journal Journal of Advanced Civil and Environmental Engineering
Soedarsono S
Departement of Civil Engineering, Universitas Islam Sultan Agung, Semarang
Civil Engineering, Building, Construction & Architecture Environmental Science

Published : 2 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 2 Documents
Search

 1 
Road Pavement Condition Index as a Method to Analyze the Level of Road Damage Falakush Shobah Almubarok; Rachmat Mudiyono; Soedarsono S
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 5, No 2 (2022): October
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.5.2.84-93

Abstract

The pavement Condition Index (PCI) method serves to measure the severity of pavement damage based on 3 main categories: (1) type of damage, (2) severity of damage, and (3) amount or density of damage. PCI is a numerical index whose values range from 0 to 100. A value of 0 indicates the pavement was in very damaged condition, while a value of 100 indicates that the pavement was still excellent. A survey was conducted on Jalan Tregguli - Welahan along ± 1 km divided into several segments to identify road damage. Each segment was 100 m apart. PCI for Trengguli - Welahan road segment which belonged to 0 – 10 (failed) of 0%, 11 – 25 (very bad) of 11%, 26 – 40 (bad) of 28%, 41 – 55 (moderate) of 8%, 56 – 70 (good) of 12%, 71 – 85 (very good) of 19%, and 86 – 100 (Perfect) of 22%, The average PCI for Trengguli Welahan road segment is of 54.36. The findings classified road damages into road patches, longitudinal/transverse cracks, holes, and joint cracks. The PCI value is 54.36 (medium). Based on data on the PCI value and the percentage of damage on the road of Trengguli - Welahan, there is a high correlation between the two variables.
Earned Value Concept as a Method to Analyze Cost and Time Control Budi Suryo Utomo; Kartono Wibowo; Soedarsono S
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 5, No 2 (2022): October
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.5.2.103-112

Abstract

The successful construction of infrastructure is dependent on many aspects, including at least time, cost, and control. With good control, deviations during the execution of work are expected to be minimized. In the case of the "MAS BIMACIKA" Service Office Building Construction project, acceleration of construction becomes an issue. Acceleration needs more resources than normal conditions, the addition of resources is required to achieve productivity value as planned. This study aimed to examine time and cost performance in the "MAS BIMACIKA" Service Office Building Construction Project. The Earned Value Concept, and the Crashing and Overlapping method used to analyze the costs resulting from the acceleration of work, were adopted in the process of controlling. Budget Cost of Work Schedule, Budget Cost of Work Performance, and Actual Cost of Work Performance were the parameters of the study. From the results of the analysis carried out until week 5, it is observed that the work could be completed earlier. This condition is indicated by the value of BCWP which is higher than BCWS. However, from the cost perspective, the construction resulted in wastage. This finding is confirmed by the value as shown in BCWP which is below ACWP. The analysis results until the 10th week show that the work could be completed earlier. This finding is indicated by the value of BCWP which is higher than BCWS. In terms of costs, the contractors still gained profit. This statement is supported by the value of ACWP which is below BCWP.
Co-Authors Budi Suryo Utomo Falakush Shobah Almubarok Kartono Wibowo Rachmat Mudiyono