Recommended RCP Strength Specifications
Pipe strengths should be specified, as indicated in table below, to reduce the number of bid items and to simplify the administration of the project.
For D-loads (lb./ft./ft.) from... | ...use | ...or Equivalent Class |
---|---|---|
0 to 80 | 800 | I |
801 to 1,000 | 1,000 | II |
1001 to 1,350 | 1,350 | III |
1,351 to 2,000 | 2,000 | IV |
2001 to 3,000 | 3,000 | V |
For D-loads (N/m/mm) from… | …use | …or Equivalent Class |
---|---|---|
0 to 40 | 40.0 | I |
40.1 to 50.0 | 50.0 | II |
50.1 to 65.0 | 65.0 | III |
65.1 to 100.0 | 100.0 | IV |
100.1 to 140.0. | 140.0 | V |
For some projects, it may be justified to indicate the actual computed D-load for bidding purposes without adhering to the suggested increments above. Generally, deviate from the suggested specification increments only when sufficient quantity of a pipe size warrants the special manufacturer of a specific D-load. Manufacturing conditions vary from company to company. Therefore, potential manufacturers should be contacted to confirm any suspected advantage.