Retrospective Evaluation of Cured-in-Place Pipe - (NEPIS)(EPA ...
Retrospective Evaluation of Cured-in-Place Pipe - (NEPIS)(EPA ...
Retrospective Evaluation of Cured-in-Place Pipe - (NEPIS)(EPA ...
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4.3.10 Barcol Hardness<br />
4.3.10.1 Downstream Sample. Seven specimens from the exhumed downstream sample were<br />
subjected to the Barcol test (ASTM D2583). Due to the presence <strong>of</strong> dust and debris on the outer wall <strong>of</strong><br />
the exhumed CIPP slabs (Figure 4-42), a belt sander was used to achieve a smooth surface. The <strong>in</strong>ner<br />
surface <strong>of</strong> each sample was kept unaltered (Figure 4-43). A wooden base was prepared to match the<br />
thickness <strong>of</strong> the specimens, and the Barcol hardness tester (Figure 4-44) was placed on that platform to<br />
conduct the test (Figure 4-45).<br />
Figure 4-42. Orig<strong>in</strong>al Outer Surface<br />
(Denver 48-<strong>in</strong>. Downstream Sample)<br />
Figure 4-44. Barcol Hardness Tester, Tak<strong>in</strong>g a<br />
Measurement<br />
Figure 4-43. Smoothed Outer Surface (Top Row) and<br />
Inner Surface (Bottom Row)<br />
(Denver 48-<strong>in</strong>. Downstream Sample)<br />
59<br />
Figure 4-45. Barcol Hardness Test Setup<br />
For each specimen a total <strong>of</strong> 30 read<strong>in</strong>gs were taken: 15 on the outer surface and 15 on the <strong>in</strong>ner surface.<br />
Similarly to the durometer (Shore D) hardness test, it was found that the measured <strong>in</strong>ner surface hardness<br />
values were lower than those measured on the outer surface.<br />
The average calculated values and their standard deviations are shown <strong>in</strong> Figure 4-46. The weighted<br />
average <strong>of</strong> Barcol hardness for the sample <strong>in</strong>ner surface was calculated to be 16.5 and the weighted error<br />
±1.5, and for the outer surface 29.3 ±1.3.