FREE BOOKS

Author's List




PREV.   NEXT  
|<   72   73   74   75   76   77   78   79   80   81   82   83   84   85   86   87   88   89   90   91   92   93   94   95   96  
97   98   99   100   101   102   103   104   105   106   107   108   109   >>  
l the voids in the layer of stone and furnish a slight excess. As the screenings are spread they are rolled to work them into the voids. When these are filled, the surface is sprinkled thoroughly by means of an ordinary street sprinkling cart and again rolled. In this way the dust and water are mixed into a mortar which fills the crevices between the stones. This mortar hardens in a few days, giving a bond that is weak, but sufficient for the purpose if the traffic is not too heavy. A broken stone road finished in this way is called a water-bound macadam, and is ready for traffic in three or four days after completion. =Bituminous Surfaces.=--On account of the inadequacy of the water-bound macadam when subjected to motor traffic and to obviate the tendency of broken stone surfaces to loosen in dry weather, there has been developed a method of covering the surface with a bituminous material such as tar or asphalt. This will be described in detail in a later chapter. =Maintenance.=--Even under favorable conditions as regards kind and amount of traffic the macadam road requires constant maintenance. The first effect of traffic will be to brush away the fine materials used for bonding the surface, thus exposing the larger stones in such a way that they are rather easily loosened and removed from the surface by wheels and the hoofs of animals. This finer material must be replaced as fast as it is removed so as to protect the surface. Either stone dust or clayey sand may be used, but clay if used alone is likely to be sticky when wet and prove to be worse than the condition it was expected to correct. In time, ruts and depressions will appear, either as the gradual effect of wear, which will inevitably effect some portions of the surface more than others, or on account of subsidence of the foundation. Uneven places are repaired by first loosening the stone, then restoring the cross section by adding new material and tamping or rolling it in place. If a bituminous coating has been applied, it will eventually peel off in places and these places must be recoated as soon as practicable. Eventually the surface will be worn to such an extent that an entirely new wearing surface must be added. This is done by loosening the entire surface to a depth of 3 or 4 inches and then adding a new layer of broken stone. The loosening is sometimes accomplished by means of heavy spikes inserted in the roller wheels, and at others by mean
PREV.   NEXT  
|<   72   73   74   75   76   77   78   79   80   81   82   83   84   85   86   87   88   89   90   91   92   93   94   95   96  
97   98   99   100   101   102   103   104   105   106   107   108   109   >>  



Top keywords:

surface

 

traffic

 

material

 
places
 

effect

 

loosening

 

macadam

 

broken

 
adding
 

rolled


removed

 
account
 

wheels

 
bituminous
 

mortar

 

stones

 

sticky

 
spikes
 

accomplished

 

correct


expected

 
roller
 

inserted

 

condition

 

replaced

 

animals

 
wearing
 

extent

 
clayey
 

Either


protect

 

section

 

entire

 

recoated

 
inches
 
restoring
 
tamping
 

applied

 

eventually

 

rolling


practicable

 

inevitably

 
gradual
 

depressions

 

coating

 

portions

 
foundation
 

Uneven

 

repaired

 

subsidence