Article Per Year (5 Year)
p-Index From 2020 - 2025
0.408
P-Index
This Author published in this journals
All Journal Journal Innovation of Civil Engineering (JICE)
Theresia Maria Candra Agusdini
Adhi Tama Institute of Technology Surabaya
Civil Engineering, Building, Construction & Architecture Energy Engineering Environmental Science Transportation

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

Found 2 Documents
Search

 1 
UTILIZATION OF MADURA COARSE AND FINE AGGREGATES IN LOW-TRAFFIC ROAD PAVEMENTS Ratih Sekartadji; Kurnia Hadi Putra; Theresia Maria Candra Agusdini; Mutiara Firdausi; Ita Suhermin Ingsih; Faizal Maulana
Journal Innovation of Civil Engineering (JICE) Vol 4 No 1 (2023)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v4i2.19935

Abstract

Aggregates from Sampang are still rarely used in flexible pavement. Therefore, this research is to identify the effects of coarse aggregate and soft aggregate from Sampang – Madura, to recognize their performance in the HRS – WC mixture. It adopted Bina Marga General Standards 2010, Division 6 (Revision 3) for HRS – WC mixture, by testing the physical characteristic of coarse aggregate and soft aggregate from Sampang (in terms of specific gravity and absorption, coarse aggregate wear and tear, and sieve passing Nr. 200) and Marshall Characteristic Testing with asphalt content variables of 6%, 6,5%, 7%, 7,5%, and 8% of the total mixture, each with 3 tested objects. With reference to the physical aggregate characteristic, it was found that the coarse aggregate satisfied the specification standard. On the other hand, the value of the specific gravity of the soft aggregate was still lower than the specification standard, i.e., 2,25 gram/cm2, while the minimum standard was 2,5 gram/cm3. It definitely affected the performance of the HRS – WC mixture. As the volume of the mixture was larger and left a larger cavity in the mixture, it required larger content of asphalt in order to generate a mixture qualifying the Bina Marga General Standards 2010, Division 6 (Revision 3). Based on the results of Marshall Test Characteristic Testing, it was found that the optimum content of asphalt was 8% of the total mixture. Keywords: Sampang; Coarse aggregate and soft aggregate; HRS WC; Aggregates physical characteristic, Marshall Testing
THE EFFECT OF OVERLOAD ON THE DESIGN OF LIFE OF ROAD PAVEMENT (CASE STUDY: KOTI ROAD, JAYAPURA CITY) Kurnia Hadi Putra; Ita Suhermin Ingsih; Theresia Maria Candra Agusdini; Mila Kusuma Wardani; Felicia Tria Nuciferani; Muhammad Exchel Cakra Putra
Journal Innovation of Civil Engineering (JICE) Vol 4 No 1 (2023)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v4i1.19936

Abstract

The roads hold a vital role in the transportation system in the Province of Papua, especially in the Jayapura area. However, real road conditions often experience a decrease in performance (damage) due to construction failures or deviant utilization. On Koti Road in Jayapura, sometimes vehicles passing it do not match the maximum permissible load. Consequently, excessive loading on the pavement can directly affect the design life of a road section. Therefore, this study aims to analyze the percentages of actual overload on each vehicle class, the increase in the cumulative VDF value, and the decrease in the design life on Koti Road, Jayapura. The research results indicated that the actual overload on Koti Road, Jayapura, obtained 81.06% for group 6a, 43.13% for group 6b, and 40.42% for group 7a. According to the Bina Marga method (1987), the cumulative VDF value increased by 133.8% due to actual excessive load in the field, while based on the NAASRA method (2004), it was 121.2%. In terms of the actual overload effects, the design life decreased by 9,273 years, or 46,365%, from the 20-year design life using the Bina Marga (1987) method, while based on the NAASRA (2004) method, the decrease in design life was 8.7898 years, or 43.949%, from the 20-year life plan. Keywords: Importance Performance Analysis; Facility Feasibility; Field Show Terminal
Co-Authors Faizal Maulana Felicia Tria Nuciferani Firdausi, Mutiara Ita Suhermin Ingsih Kurnia Hadi Putra Mila Kusuma Wardani Muhammad Exchel Cakra Putra Ratih Sekartadji