The Cutback Bitumen MC 30

The cutback bitumen is homogeneous and will not memory foam (as seen visually) when heated up for you to request heat range. Different marks involving cutback bitumen (medium recovering type) in accordance with prerequisites given underneath:

MICROSOFT 159: 1994
Specs intended for cutback Bitumen for use in the Design And/or maintenance regarding Pavement
(First Revision).

PREREQUISITES FOR CUTBACK BITUMEN (MEDIUM-CURING TYPE) REGARDING USE WITHIN TARMAC BUILDING AS WELL AS SERVICING

Properties	Min	Max	Test Method
Kinemalic 1 viscosity at 60°C, eSt	30	60	ASTM D2170
Flash Point (Tag Open-Cup),°C	38	-	ASTM D1310
Distillate test 2 :
Distillate, percent by Volume of total 360°C
To 190°C	-	15	ASTM D402
To 225°C	20	60	ASTM D402
To 260°C	50	90	ASTM D402
To 316°C	80	90	ASTM D402
Residue from distillation to 360°C,  percent volume by different
Test on residue from distillation Penetration at   25°C,100g, 5 sec.	50	-
Ductility 3 at 25°C, cm	120	250	ASTM D402 / ASTM D113
Solubility in trichloroethylene, percent mass	100	-	ASTM D402 / ASTM D2024
Water, percent volume	-	0.2	ASTM D95

MAKES USE OF

Priming off non-bituminous path vehicles, provision regarding momentary surfaces (deviations).

APPLICATION RATE

From 0.6 litre for every m² to 1.2 litre per m²

SPRAYING/ALICATION TEMPERATURES

60-80˚ C

TRANSFORMATION

At Application Temperature	Drums@20˚C
Kg to Litre : Divide by 0.0907	Kg to Litre 0.940
Litre to Kg : Multiply by 0.0907	Litre to Kg 0.940

CLEANSING INVOLVING PALMS & INSTRUMENTS

Make use of paraffin.

-Source: Cutback Bitumen MC 30

-See more: Best Bitumen Emulsion

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