LabTek is a renowned manufacturer, supplier, solution provider and exporter of Bitumen Testing lab equipment; Asphalt testing lab equipment, Transportation engineering lab equipment, Road testing instruments, building and civil engineering laboratory equipment and accessories. We are supplying the equipment to quality testing laboratories civil builders, civil contractors, Engineering colleges, Universities and Polytechnics. We manufacture the best quality Marshall Stability Test Apparatus, Automatic Marshall Stability Test Machine, Pavement Core Drilling Machine, Ductility Testing Apparatus, Digital Penetrometer, Centrifuge Extractor, Automatic Compactor, Benkelman Beam, Ring and Ball Apparatus as per the international standards and specifications. automatic asphalt content tester, ncat asphalt content tester, asphalt ignition oven, asphalt wax content tester, material testing equipment.
Asphalt Content Tester
Standards: ASTM D6307 & EN 12697 39
Specification: Asphalt Content Tester is used to determine the asphalt content of hot mix asphalt (HMA) and pavement samples by removing the asphalt in an ignition furnace by means of sample heating not by means of solvent. Standard followed is ASTM D6307 & EN 12697 39. Sutiable for operation on 415 V 50 Hz 20 ampere three phase ac power supply. Maximum weight specimen is 4000 gms, suggested weight of specimen is 1000 gms to 1500 gms. Balance provided is 10 Kg x 0.1 gms, working temperature of furnace is 800° C, standard working temperature is 538° C. Testing time is 20-30 minutes. Size of the furnace: 350 mm length x 430 mm width x 300 mm height.
automatic asphalt content tester, ncat asphalt content tester, asphalt ignition oven, asphalt wax content tester, material testing equipment.
Quantitative determination of the asphalt binder content of HMA mixtures and pavement samples is necessary for many reasons, including: quality control, specification acceptance, and mixture evaluation studies. HMA that has too much asphalt binder can experience problems such as bleeding, lowered skid resistance, and lowered resistance to permanent deformation (rutting and shoving). HMA that has too little asphalt binder can have lowered fatigue resistance and problems with raveling and stripping.