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Retrospective Evaluation of Cured-in-Place Pipe - (NEPIS)(EPA ...

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4.3.6.2 Downstream Sample. Seven specimens from the downstream sample were used <strong>in</strong> this test.<br />

The average specific gravity for the sample was calculated to be 1.07 and standard deviation 0.04.<br />

In addition to the TTC laboratory measurements <strong>of</strong> specific gravity, measurements <strong>of</strong> density and porosity<br />

<strong>of</strong> a sample from this l<strong>in</strong>er specimen were made by Micrometrics Analytical Services. In its test<strong>in</strong>g<br />

(us<strong>in</strong>g mercury penetration for the porosity determ<strong>in</strong>ation), the bulk density (at 0.54 psia) was<br />

1.1645 g/mL, the apparent (skeletal) density was 1.3123 g/mL, and the porosity was 11.262%. The full<br />

test report is provided <strong>in</strong> Appendix C.<br />

4.3.6.3 Upstream Sample. Seven specimens from the upstream sample were used <strong>in</strong> the TTC test<strong>in</strong>g<br />

for specific gravity. The average specific gravity for the sample was calculated to be 1.08 and standard<br />

deviation 0.03.<br />

In addition to the TTC laboratory measurements <strong>of</strong> specific gravity, measurements <strong>of</strong> density and porosity<br />

<strong>of</strong> a sample from this l<strong>in</strong>er specimen were made by Micrometrics Analytical Services. In its test<strong>in</strong>g<br />

(us<strong>in</strong>g mercury penetration for the porosity determ<strong>in</strong>ation), the bulk density (at 0.54 psia) was<br />

1.1618 g/mL, the apparent (skeletal) density was 1.2933 g/mL, and the porosity was 10.171%. The full<br />

test report is provided <strong>in</strong> Appendix C.<br />

4.3.7 Flexural Test<strong>in</strong>g<br />

4.3.7.1 Downstream Sample. Specimens were cut from the retrieved downstream CIPP l<strong>in</strong>er sample<br />

<strong>in</strong> accordance with ASTM D790 for measur<strong>in</strong>g the l<strong>in</strong>er’s flexural strength and flexural modulus <strong>of</strong><br />

elasticity. A total <strong>of</strong> five specimens were prepared and tested. The sides <strong>of</strong> the specimens were smoothed<br />

us<strong>in</strong>g a gr<strong>in</strong>der and a table router. The water jet cutter could not be used due to curvature <strong>of</strong> the l<strong>in</strong>er.<br />

Test<strong>in</strong>g was performed us<strong>in</strong>g an ADMET eXpert 2611 Universal Test<strong>in</strong>g Mach<strong>in</strong>e (UTM) as shown <strong>in</strong><br />

Figure 4-33. Table 4-14 lists the dimensions and moment <strong>of</strong> <strong>in</strong>ertia for all specimens. Table 4-15 and<br />

Figure 4-34 summarize the flexural test results for the Denver 48-<strong>in</strong>. downstream sample.<br />

Figure 4-33. Flexural Test <strong>in</strong> Accordance with ASTM D790<br />

51

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