Claim Missing Document
Check
Articles

Found 2 Documents
Search

PENGARUH CURING TIME DAN PENGARUH AIR PADA LAPISANBER-TACK COAT TERHADAP KINERJA TAHANAN GESER PADA INTERFACE LAPISAN BERASPAL Ida Rumkita; R. Anwar Yamin
Jurnal Jalan-Jembatan Vol 23 No 2 (2006)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

In a multi layers pavement structure, each layer should be integrated. In overlay work tack coat is used to bond between existing and new layers.New asphalt mixture is placed after the application of tack coat in order to allow the oil in tack coat to evaporate.The purpose of the research is to find out the influence of curing time and water in coated layers on the shear strength of asphalt layer in terface. A specimen was made using MC- 250 as tack coat, curing time duration and water influence were variously set up.The shear strength on specimen interface was tested by direct shear using normal loading of 20 kg. Research result indicates that curing time duration of tack coat significantly influences the shear strength. If the application is done in the range of setting time of tack coat, the shear strength generated by tack coat in asphalt layer interface nearly reached the maximum value and the shear occurred among layers is small. For liquid asphalt MC-250,setting time occurred at the range of 45 – 120 minutes.Therefore,to reach optimum result the application should be performed at that range.The research result also shown that water gives negative influence on shear strength generated by tack coat. For 2; 1 and 0,5 hour tack coat cure, they were allowed dump by water for 2; 1,5 and 0,5 hours respectively.
THE RELIABILITY OF MARSHALL COMPACTOR FOR PREDICTING VOID AT REFUSAL DENSITY Ida Rumkita; Siegfried Siegfried
Jurnal Jalan-Jembatan Vol 22 No 4 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

In Indonesia the use of Marshall compactor has been applied widely for predicting void at refusal density especially in the provincial PU because the proper equipment for this purpose is rarely available. The main problem of using this equipment is the possibility of segregation that occurs during compaction process because of impact loading of Marshall equipment. The research carried out is to see the reliability of using Marshall compactor for predicting void at refusal density especially for the ACWC mixture. The are two types of ACWC gradation taken i.e. upper Fuller line and crosses Fuller line. By limited number of samples it is concluded that the Marshall compactor is still possible to use for ACWC upper Fuller line as shown by the gradation after compaction process still falls into specification of ACWC.