Untitled - Future Pipe Industries
Untitled - Future Pipe Industries
Untitled - Future Pipe Industries
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Figure 4: <strong>Pipe</strong>s in the same trench<br />
Where pipes of the same or different diameters are installed in the same trench, a minimum spacing equal to (ND pipe ‘a’<br />
+ ND pipe ‘b’)/4, but not smaller than 12”, is required.<br />
3.4: Trench depth<br />
3.4.1: Minimum trench depth<br />
Generally the burial depth of pipe is specified by the design Engineer. A minimum clear cover above pipes (H min) shall<br />
always be observed as follows for all stiffness classes.<br />
• 2.0‘ with no traffic loads<br />
• 3.3‘ with AASHTO H-20 traffic (4’ for SN 18 psi pipe & all Type IV installations)<br />
• 5.0‘ with BS 153 HA traffics & ISO HT-60, 3 axle trucks loads.<br />
• 5.0‘ for road compaction equipment up to 18 Tons (vibrated roller compacter)<br />
• 10‘ for Cooper E-80 Railroad loadings (12’ for SN 18 psi pipe).<br />
Note: Minimum cover restrictions may be reduced with special installations such as concrete encasement, concrete protection<br />
slabs, casings, or other provisions to carry the surface load. In case of high ground water table, a minimum cover depth<br />
equal to 80 % of the pipe diameter of granular compacted soil must be provided to prevent pipes from floating. Always insure<br />
that this minimum cover is available before turning off dewatering systems.<br />
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