Types Of Bituminous Road & Construction Procedure

Various Types of Bituminous Surfaces. 

1. Prime Coat : 


This is a solitary layer of low consistency bituminous folio. This coat is applied to existing untreated past layers like WBM. The primary intention is to work on the grip between the base and the bituminous surface. 

Capacities : 


  • The main capacity is to work on the grip between the current past base and the wearing surface. 


  • Tie the residue and loose particles together to frame a hard and extreme surface. 


  • It gives a brief seal to keep the surface water from infiltrating through the surface. 


2. Tack Coat : 


This is a solitary layer of low consistency bituminous cover applied to the current treated impenetrable layer, for example, bitumen or concrete substantial base. This boat is applied between the base and the bituminous surface. 

Capacity : 


  • It is given to work on the satisfactory connection between the current impenetrable base and the wearing surface. 


3. Seal Coat : 


A seal coat is the last layer of bituminous material that is applied on the highest point of the surface to forestall the passage of dampness through the voids. 

Capacity : 


  • To give a watertight surface. 


  • It further develops permeability around evening time and creates slip safe surface. 


  • To work on the wearing opposition of a current street surface. 


4. Surface Dressing : 


It is the interaction where at least two layers of bituminous materials are applied to the pre-arranged base. This coat comprises bituminous folios splashed on which chipped totals are appropriately rolled. 

Capacity : 


  • It forestalls the expulsion of restricting material and forestalls the harm of the street because of waterproofing impacts. 


  • Streets can be effectively cleaned and washed as it lessens dust disturbance. 


  • The smooth surface of the street lessens the mileage of tires. 

Steps in Bituminous Road Construction 

1. Arranging of the current base course layer 


The current surface is prepared by dispensing with the potholes or rust expecting to be any. The irregularities are filled in with premix chippings something like seven days preceding laying the surface course. If the current black-top is incredibly way, a bituminous evening out course of adequate thickness is given to lay a bituminous considerable surface class on a latch course as opposed to directly laying it on a WBM.

2. Use of Tuck Coat 


It is charming to lay an AC layer over a bituminous base or cover course. A joining layer of bitumen is applied at 6.0 to 7.5 kg per 10 sq.m region, this aggregate might be stretched out to 7.5 to 10 kg for the non-bituminous base.

3. Planning and putting of Premix 


The premix is ready in a hot blend plant of the necessary limit with the ideal quality control. The bitumen might be warmed up to 150 – 177 deg C and the total temperature ought not to vary by more than 14 deg C from the fastener temperature. The hot blended material is gathered from the combination by the carriers, conveyed to the area is spread by a mechanical paver at a temperature of 121 to 163 deg C. the camber and the thickness of the layer are unequivocally affirmed. The control of the temperatures during the blending and the compaction is of incredible importance in the strength of the subsequent asphalt structure. 

4. Rolling 


A blend after it is put on the base course is entirely compacted by moving at a speed not more than 5km each hour. The underlying or separate rolling is finished with an 8 to 12 tons roller and the moderate rolling is finished with a proper wheel pneumatic roller of 15 to 30 tons having a tire pressing factor of 7kg per sq. cm. the wheels of the roller are kept moist with water. The amount of passes required depends upon the thickness of the layer. In a warm climate moving on the following day, assists with expanding the thickness of the underlying rolling were not sufficient. The last rolling or completing is finished by an 8 to 10-ton pair roller. Pair Roller – Road Construction. There are many  Road Construction companies in Dubai.

5. Quality control of bituminous substantial development 


Routine looks are conveyed at the site to guarantee the nature of the subsequent asphalt combination and the asphalt surface. Periodical checks are made for a) Aggregate evaluating b) Grade of bitumen c) Temperature of amassed) The temperature of the clearing blend during blending and compaction. Somewhere around one example for every 100 tons of the blend released by the hot blend plant is gathered and tried for the above necessities. Marshall tests are additionally directed. For each 100 sq.m of the compacted surface, one trial of the field thickness is led to check whether it is essentially 95% of the thickness got in the research center. The variety in the thickness permitted is 6mm per 4.5m length of development. 


6. Completed surface 


Road Construction – Finishing. The AC surface should be checked by a 3.0 m straight edge. The longitudinal undulations ought not to beat 8.0 mm and the number of undulations higher than 6.0 mm ought not to outflank 10 in a length of 300 m. The cross-traffic profile should not have undulations outperforming 4.0mm.

Benefits of Bituminous Road : 

  • For the most part, Bituminous streets don’t foster breaks on a superficial level for a significant stretch. 


  • The upkeep cost of this street is additionally exceptionally less. 


  • The bituminous street is waterproof, non-elusive, smooth, sturdy and it gives an agreeable street surface to traffic. 


  • It can withstand the antagonistic regular impacts brought about by substantial downpour, abundance warmth, and change in temperature. 

Hindrances of Bituminous Road : 

  • The consistency of the bitumen and total blend assumes a significant part in characterizing the presentation of the bituminous streets. 


  • In the event that the bituminous material is utilized in the abundance of the incentive for a given blend, it influences the presentation of the bituminous street.


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