Laboratory Evaluation of Using Recycled Marble Aggregates on the Mechanical Properties of Hot Mix Asphalt

2013 ◽  
Vol 25 (6) ◽  
pp. 741-746 ◽  
Author(s):  
F. Moghadas Nejad ◽  
A. R. Azarhoosh ◽  
Gh. H. Hamedi
2019 ◽  
Vol 6 (6) ◽  
pp. 1164-1175 ◽  
Author(s):  
Mushtaq Ahmad ◽  
◽  
Salmia Beddu ◽  
Shah Hussain ◽  
Aneel Manan ◽  
...  

2020 ◽  
Vol 12 (20) ◽  
pp. 8612 ◽  
Author(s):  
Edoardo Bocci ◽  
Emiliano Prosperi ◽  
Volkmar Mair ◽  
Maurizio Bocci

In road construction, it can happen that, for different reasons, the time between hot-mix asphalt (HMA) production and paving is extended to some hours. This can be reflected in several problems such as mix cooling and temperature segregation, but also in an extremely severe bitumen ageing due to its prolonged exposure to high temperatures. This paper deals with the investigation of these phenomena both in the laboratory and on site. In particular, the first part of the research aimed at observing the influence of the conditioning time, when the loose HMA is kept in the oven at a high temperature, on the mix properties. The second part focused on the ageing/cooling that happens on site during HMA hauling, as a function of time and type of truck. Temperatures were monitored using a thermal camera and different probes, and gyratory compactor specimens were produced by sampling some HMA from the trucks every 1 h for 3 h. The results showed that HMA stiffness rises if the time when the loose mix stays in the laboratory oven before compaction increases. However, on site, the HMA volumetric and mechanical properties do not change with hauling time up to 3 h, probably because the external material in the truck bed protects the HMA core from the access of oxygen, hindering bitumen oxidation and loss of volatiles. The temperature monitoring highlighted that temperature segregation, after 3 h hauling, can be higher than 30 °C but it can be reduced using insulated truck beds.


2018 ◽  
Vol 158 ◽  
pp. 1055-1064 ◽  
Author(s):  
Zhen Leng ◽  
Zeyu Zhang ◽  
Yuan Zhang ◽  
Yangyang Wang ◽  
Huayang Yu ◽  
...  

2019 ◽  
Vol 2 (1) ◽  
Author(s):  
Uma Maheswar Arepalli ◽  
Nivedya Madankara Kottayi ◽  
Paul Mathisen ◽  
Veeraragavan Amirthalingam ◽  
Rajib B. Mallick

Author(s):  
P. W. Jayawickrama ◽  
R. Prasanna ◽  
S. P. Senadheera

A nationwide survey on design methods for achieving adequate skid resistance on hot-mix asphalt concrete pavements was conducted. Information was collected on the design practices used by 48 state departments of transportation (DOTs) in the contiguous United States. Survey findings show that the emphasis placed on the skid resistance aspects in various state DOT design procedures vary considerably. Based on the data collected, 21 out of 48 state highway agencies either do not have any design guidelines specifically addressing pavement skid behavior or assume that adequate skid resistance may be ensured through proper mix design. The general approach used by these agencies involves frequent monitoring of pavements to identify pavements with skid-related problems so that appropriate action may be taken. Survey findings indicated that state DOTs that consider skid resistance in their design procedures emphasize controlling the quality of coarse aggregates used in pavement surface course construction. The procedures used for aggregate qualification, however, vary significantly from one state agency to another. Some state DOTs rely on simple aggregate classification methods based on aggregate type, whereas others perform detailed laboratory evaluation. The laboratory test procedures that are most commonly used in evaluating aggregate frictional properties are the polish value test, acid insoluble residue test, and petrographic analysis. In addition to laboratory testing, Florida, Kentucky, Pennsylvania, and Texas use alternative procedures to qualify aggregates based on their field skid performance.


2016 ◽  
Vol 34 (1) ◽  
pp. 19-23 ◽  
Author(s):  
Alireza Ameli ◽  
Rezvan Babagoli ◽  
Seyed Erfan Tabatabaei Razi

2011 ◽  
Vol 25 (11) ◽  
pp. 4279-4286 ◽  
Author(s):  
Mehmet Yilmaz ◽  
Baha Vural Kök ◽  
Necati Kuloğlu

Sign in / Sign up

Export Citation Format

Share Document