Design-Manual-for-Low-Volume-Roads-Part-G
Design-Manual-for-Low-Volume-Roads-Part-G
Design-Manual-for-Low-Volume-Roads-Part-G
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G - Chapter 9 - 26<br />
Development, if neglected:<br />
Concentration of flood flow causing erosion and possible overtopping and<br />
damage to roadway, paving or shoulders.<br />
Maintenance Activity<br />
•¡<br />
122 Ditch Clearing (<strong>Manual</strong>);<br />
•¡<br />
230 Ditch clearing (Mechanised).<br />
a) <strong>Manual</strong> Method (122)<br />
This is a Regular Maintenance activity. The object is to remove all soil,<br />
high vegetation, materials and objects from the ditch which could possibly<br />
interfere with water flow or cause an eventual blockage of the ditch. This<br />
can include <strong>for</strong> example, rocks, loose silt and sand, weeds, trees, bushes,<br />
including their roots, etc. Dispose of these materials well away from the<br />
roadside so that water flow will not be impeded and they will not fall or<br />
wash back into the ditch. NO soil material or debris should be placed on<br />
the roadway. On unlined ditches a short grass cover can help to stabilise the<br />
bottom and sides of the ditch. There<strong>for</strong>e where a side ditch is established to<br />
the correct depth and profile with grass cover and no erosion, it is advisable<br />
to merely cut the grass short. This will leave the roots in place to bind the<br />
drain surface together.<br />
At some locations it may be necessary to RESHAPE/REGRADE/DEEPEN the<br />
ditch.<br />
It is advisable to adopt a trapezoidal ditch shape when using labour<br />
methods. The excavation using a hoe/mattock and shovel is easier than<br />
<strong>for</strong> a V-shaped ditch. An added advantage is that the flat invert causes less<br />
concentration of water than a V-ditch.<br />
PART G: WEREDA ROAD MAINTENANCE BOOKLET