Kurniadji Kurniadji
Unknown Affiliation

Published : 3 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 3 Documents
Search

MODIFIKASI ASPAL KERAS STANDAR DENGAN BITUMEN ASBUTON HASIL EKSTRAKSI Kurniadji Kurniadji
Jurnal Jalan-Jembatan Vol 25 No 2 (2008)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

The recent issues of a road asphalt work in Indonesia is unreachable of design life, because of premature road deterioration, type of it are rutting and plastic deformation especially happens to the location with the high temperature (About 70 degree Celsius), which is resulted from improper used of asphalt on supporting traffic load. It happened cause of using unsuitable asphalt in high temperature with low penetration index(PI) and low performance grade (PG ). To maximize PI and PG value, extracted asbuton bitumen used as atrial based on equality of available references, blended of asphalt cement pen 60 with asbuton bitumen obviously rose not only PI value from -1.01 of asbuton bitumen to +0.61 of 100% asbuton bitumen, but also PG from 56 to PG 95 of 100%. Actually, PG 72 and PI = 0 which was gained from combination of 31.2% asbuton bitumen and 68.8% standard asphalt cement is quite suitable to use in our country. On variation comparison of asbuton bitumen and standard asphalt cement above resulting stiff value of bitumen 16.4 MPa and stiffness of mixture 3707 MPa of preliminary bitumen value 0% each 9.5 MPa and 3155 MPa. Stiffness blended asphalt extent the design life from 4.26 years to 5.61 years. Keyword: Penetration Index, Performance Grade, Asbuton, Stiffness
TINJAUAN PENAMBAHAN ASBUTON DALAM CAMPURAN BERASPAL PANAS DARI SEGI TEKNIS DAN FINANSIAL Kurniadji Kurniadji; Nono Nono
Jurnal Jalan-Jembatan Vol 23 No 3 (2006)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

Recent years, there have been two issues of asphalt pavement in Indonesia i.e firstly, the supply of asphalt cannot meet national demand, so that it needs to be imported. Secondly, life design cannot be reached due to early demage resulted from inappropriate mixture used to accommodate traffic loads. To reduce imported asphalt and improve asphalt mixture performance is the use of asbuton known as Butas, mined in Buton where 677 million tonnes of natural asphalt deposit can be found which equivalent to 170 million tonnes of asphalt cement. Lawele has the most asbuton constituting 30% or 210 million tonnes but has not been utilized, on the other hand Kabungka with deposit of 60 million tonnes has been first developed. Asbuton Lawele contains 30% of bitumen, by considering the ratio of bitumen filler, the use of asphalt cement in mixture can be saved to one third resulting in saving of imported asphalt from 600.000 tonnes to 400.000 tonnes or saving of $ 100 million per year. Research result showed that hot mix asphalt added by asbuton has several advantages mainly in the increase of dynamic stability from 1457 passes/mm to 2743 passes/mm with 5% asbuton, 3283 passes/mm of 10% asbuton and resilient modulus from 2302 MPa without asbuton to 3480 MPa with 5% of as buton and 5163 MPa with 10% of asbuton. Moreone, from simulation calculation based on existing road condition and given resilient modulus of asphalt mix, as the thickness is less with the same design life and cumulative traffic load, the construction of asphalt layers with asbuton is 20% cheaper compared to asphalt layers without asbuton, although the price unit in ton is 3,7% higher for 5% of asbuton and 7,3% for 10% of asbut on, the price of asbuton is Rp. 750.000 perton. In order to have equivalent price between hot asphalt mix with asbuton and without asbuton, the price of asbuton should be Rp. 540.000 per ton in project location.
PERHITUNGAN NILAI IRI MENGGUNAKAN MODEL IRRE DENGAN SIMULASI BERBAGAI VARIANSI KONDISI PERMUKAAN Effendi Radia; R. Anwar Yamin; Kurniadji Kurniadji
Jurnal Jalan-Jembatan Vol 26 No 1 (2009)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

Surface roughness is one of important parameters in road maintenance management, thus characterictics of that roughness is important to be understood. During the past time, the affect of road surface form and it's dimention againts road surface roughness so far is unknown well. This paper tries to know the affect of variation of road surface form and it's dimention toward road surface roughness expressed in term of IRI, by use of IRRE calculation model of IR.