PG Bitumen 76-16

Description of PG Bitumen 76-16

PG Bitumen 76-16 has been a high-performance grade applied to areas where severe climate conditions and traffic load occur. It is a type of bitumen classified under the Performance Grade system, which is basically utilized to classify asphalt binders based on performance at specific temperature ranges. The “76-16” designation means this bitumen is so engineered to bear the highest temperature of up to 76°C and the lowest temperature of -16°C without losing its structural integrity or function.

One of the major advantages of PG 76-16 is its increased durability against rutting and deformation under heavy loads at high temperatures. This makes it ideal for a wide range of applications in infrastructure, including highways and airports, where long-lasting performance is indispensable. The superior elasticity and flexibility of this bitumen result from its polymer-modified nature, which helps it accommodate thermal expansion and contraction while ensuring a strong bond with aggregate materials.

PG Bitumen 76-16 Application

PG Bitumen 76-16 has widespread applications in several fields, such as highways, urban roads, airport runways, and industrial pavements. It is highly effective in high-temperature applications for areas that are always in the intense sunlight and subjected to heavy vehicular traffic, and its low-temperature flexibility makes it durable in colder climates. It is also used in overlay projects and maintenance activities in order to prolong the lives of pavements.

Cutting-Edge and Advanced Uses

The favorable properties of PG Bitumen 76-16 make it a valuable commodity in modern infrastructure options. It is highly used in polymer-modified asphalt mixtures, where polymer additives enhance its elasticity and endurance life. It is also at the forefront in smart pavements, which incorporate technologies that monitor road condition and optimize maintenance efficiency. PG 76-16 is also finding its way into sustainable construction techniques, including warm-mix asphalt technologies that conserve energy and reduce carbon emissions. These innovations exhibit its adaptability to evolving engineering and environmental needs.

Difference Between PG Bitumen 76-16 and PG Bitumen 70-10

The main difference between PG Bitumen 76-16 and PG Bitumen 70-10 lies in their performance temperature range and resistance to extreme conditions. PG 76-16 is designed particularly for hot climates and high-traffic roads, having the capacity to withstand a maximum of 76°C without rutting and maintain flexibility up to -16°C so as to prevent cracking at low temperatures. Whereas PG 70-10 will suffice for hotter climates, at temperatures of 70°C and able to withstand temperatures as low as -10°C, so PG 76-16 becomes a better option for highways and heavy traffic in hotter regions and PG 70-10 a better choice for hotter regions with smaller temperature variations and less severe winters.

International Standards and International Comparisons

PG Bitumen 76-16 is based on international specifications like ASTM and AASHTO standards for delivering superior performance in diverse climatic conditions. The product is formulated for application in hot temperatures but still requiring flexibility in low temperatures. As compared to other performance grades, PG 76-16 exhibits superior resistance against high-temperature rutting as well as superior low-temperature flexibility, rendering it a popular choice for applications in regions experiencing extreme seasonal temperatures. High-traffic nations and variable weather nations are fond of using PG 76-16 as it is versatile in performance and durability.

Packaging

PG  76-16 is normally supplied in bulk tankers, drums, or special containers to ensure safe and efficient transportation. The packaging is designed to maintain the quality and integrity of the material during transport and storage. Proper handling and storage practices are required to avoid contamination and ensure optimal performance at application.

Specification

SpecificationUnitValueMethod
Average 7-Day Maximum Pavement Design Temperature°C<76
Minimum Pavement Design Temperature°C> -16
Flash Point Temperature°CMin230AASHTO T48
Viscosity, T 316, Maximum 3 Pas, Test Temp, °C°C135AASHTO T316
Dynamic Shear, T 315, G*/sin Minimum 1.00 KPa Test Temperature, @10 rad/s,°C°C76AASHTO T315
Rolling Thin Film Oven Test (T 240)
Mass Change, Maximum, Percent%1.00AASHTO T240
Dynamic Shear G*/sin Minimum 2.2 KPa Test Temperature, @10 rad/s°C76AASHTO T315
Pressure Aging Vessel (PAV) Test (AASHTO R28)
PAV Aging Temperature°C100AASHTO R28
Dynamic Shear G*/sin Maximum 5000 KPa Test Temperature, @10 rad/s°C34AASHTO T315
Creep Stuffiness S Maximum 300 Mpa M-Value Minimum 0.300 Test Temp,@60s°C-6AASHTO T313
Direct Tension, T 314, Failure Strain, Minimum 0.300 Test Temperature, @60s, °C°C-6AASHTO T314
Critical Low Cracking Temp, PP42, Critical Cracking Temp Determined by PP 42,Test Temp, °C-6AASHTO PP42

Leave a Reply

Your email address will not be published. Required fields are marked *