| 
         | 
 
       | 
		||
        
![]() Surface Armor for Erosion Protection 
broken into blocks by driving heavy equipment over them. Sizes of the 
broken blocks will vary according to the thickness of the slabs and the 
distance between scarification lines. 
Careful quality control during construction is vital 
to insure that 
specifications are met. 
7.2.4 RUBBLE FROM DEMOLITION 
7.2.4.1 Description 
The ideal rubble for erosion protection is a dense, durable material such as concrete 
or asphalt with a size gradation similar to riprap. 
7.2.4.2 Advantages 
Rubble is economical, and recycles material that otherwise might be wasted. 
7.2.4.3 Disadvantages 
Even dedicated advocates of economy and recycling are likely to view rubble on a 
stream as unesthetic at best. Leachates from some rubble may pose a water quality problem. 
Since rubble is usually available only on a "take it or leave it" basis, it may be too 
small and/or too large. Losses of finer material due to piping, overbank drainage, and 
streamflow is likely. Conversely, larger rubble precludes attaining a uniform and efficient 
layer thickness. 
7.2.4.4 Typical Applications 
Rubble would be considered where the justification for a more sophisticated but 
expensive armor does not exist, suitable rubble is available, and the environmental 
shortcomings are acceptable. It is often used in windrow form. 
7.2.4.5 Design Considerations 
Although precise control is likely to be impossible, the same general principles as for 
riprap will apply to weight, gradation, and durability requirements for rubble. The layer 
thickness should be equal to at least 1.5 times the maximum block size, although controlling 
171 
1 1 
 | 
			||
![]()  | 
		||