Page 41 - Lecture Notes DCC3113
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Cutback Classification

               Cutbacks are divided into two classifications, Rapid-Curing (RC) and Medium-Curing (MC) depending
               on the solvent  used. They are further defined by a number which indicates the minimum kinematic
               viscosity (fluidity) of the cutback.

               Rapid Curing (RC)
               •       It has been used for the tack coat and surface treatment.
               •       Produced by mixing the bitumen with petrol.

               Medium Curing (MC)
               •       Produced by mixing the bitumen with kerosene.
               •       It has been used for prime coat and cold mix for the patching work.

               Slow Curing (SC)
               •       Produced by mixing the bitumen with the diesel.
               •       It has been used especially for the prime coat, cold mix for patching work and dust control.


               Grades and Properties

                                        Table 3-2: Grades and Properties for cut-back bitumen

                                                                                   Penetration of
                               Grade          Curing Speed         Viscosity
                                                                                     Residue
                               MC 30             Medium             30-60            120- 150
                               MC 70             Medium             70-140           120 -150
                              MC 250             Medium            250- 500          120 -150
                              MC 800             Medium           800- 1600          120- 150
                              MC 3000            Medium           3000- 6000         120- 150
                               RC 70              Rapid             70-140            80- 120
                               RC 250             Rapid            250-500            80- 120
                               RC 800             Rapid           800- 1600           80- 120
                              RC 3000             Rapid           3000- 6000          80- 120

                 * Kinematic Viscosity  at 140 deg F ( 60 deg C), in Centistokes , Penetration of Residue at 77 deg F (25
                                                deg C) , 100 grams, 5 seconds.


               Bitumen emulsion

                       Bitumen Emulsions have being developed and exponentially increased sinned they were
               created in 1900. Bitumen emulsion usually consists of bitumen droplets suspended in water. The
               bitumen particle charge can be positive (cationic), negative (anionic), or uncharged (non-ionic)
               depending on the emulsifier employed. The binder can be either a bitumen, cutback, or modified
               bitumen. Bitumen emulsions are used largely in road surfacing applications, such as surface dressing,
               cold mixtures and slurry seals.

               They are primarily used for tack coats for use in between hot mix asphalt layers and prime coats for
               thin hot mix surfacing layers or a chip seal pavements.

               Bitumen emulsions are divided into three categories:
                      Anionic with negatively charged globules
                      Cationic with positively charged globules
                      Non-ionic with neutral globules.

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