Tack coat – emulsified asphalts vs cutback asphalts, Civil Engineering

Assignment Help:

Tack coat - emulsified asphalts vs. cutback asphalts

Emulsified asphalt is a suspension of asphalt in water by employing an emulsifying agent that imposes an electric charge on asphalt particles so that they would join and cement together. Cutback asphalt is simply asphalt dissolved in petroleum. Purpose of adding emulsifying agent in water or petroleum is to decrease viscosity of asphalt in low temperatures. 

Colour of emulsion for tack coat is brown initially at the time of application. Afterwards the colour is changed to black when asphalt starts to stick to the surrounding and it's described as 'break'. For emulsified asphalts, when water has all evaporated, emulsion is said to have 'set'. Cutback emulsion is described to have been 'cured' when solvent has evaporated. There are numerous problems associated with cutback asphalts:

(i)  Emulsified asphalt can be diluted with water so that a low application rate could be achieved.

(ii) Evaporation of petroleum into atmosphere for cutback asphalt poses environmental problem.

(iii)Cost of production of petroleum is higher than emulsifying agent and water.  

1841_Tack coat – emulsified asphalts vs cutback asphalts.png

Fig: Position of application of tack coat


Related Discussions:- Tack coat – emulsified asphalts vs cutback asphalts

Measurement of surface runoff and infiltration, Surface runoff travelling o...

Surface runoff travelling over ground surface to reach receiving water involves the following events: i) Rainfall intensity exceeds soil's infiltration rate; ii) Excess water

Cumulative distribution function - poisson distribution, Cumulative distrib...

Cumulative distribution function - Poisson distribution: Find the cdf of Y = X 1 , + X 2 where X I and X 2 independently follow Poisson distribution with parameters λ l an

Explain the term - moderate prestressing, Explain the term - Moderate Prest...

Explain the term - Moderate Prestressing In this form of prestressing, no limit is imposed on  the magnitude of tensile stresses which may be produced in a concrete member unde

Pavement width - geometric design of roads, Pavement Width: The pavem...

Pavement Width: The pavement widths commonly adopted are : Single lane                 :           3.75 m Intermediate lane     :           5.5 m Two lane

Determine the diameter of the footing, A circular footing is resting on a s...

A circular footing is resting on a stiff saturated clay with qu = 250 kN/m 2 . The depth of foundation is 2 m. Verify the diameter of the footing if the column load is 600 kN. S

Calculate carbon intensity, how to calculate the carbon intensity (gC/MJ) f...

how to calculate the carbon intensity (gC/MJ) for gasoline ( C7H16 ) , we have the Energy Density = 32.2 MJ/L Fluid Density = 0.727 g/mL

Determine the total active thrust by rebhann''s method, A retaining wall 3....

A retaining wall 3.6 m high supports a dry cohesion less backfill with a plane ground surface sloping upwards at a surcharge angle of 20° from the top of the wall. The back of the

What are rules for working of dip lorries, Q. What are rules for working of...

Q. What are rules for working of Dip lorries and their protection arrangements on a single line section explain with sketches? Ans.-Rules for working of Dip lorries - i. Sub

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd