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

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5.3.6.3 Laboratory Measurements. For determ<strong>in</strong><strong>in</strong>g the l<strong>in</strong>er thickness <strong>in</strong> the laboratory, specimens<br />

cut out from the l<strong>in</strong>er sample for the ASTM tensile and flexural tests were used. Six specimens were used<br />

and five read<strong>in</strong>gs were taken for each <strong>of</strong> the specimens us<strong>in</strong>g a micrometer. The average calculated<br />

values and their standard deviations are shown <strong>in</strong> Figure 5-35. The orig<strong>in</strong>al design thickness stated <strong>in</strong> the<br />

figure was not known, but it was assumed to be 15 mm based on the thickness used for the adjacent l<strong>in</strong>er.<br />

The weighted average for the sample thickness measurements was calculated to be 11.9 mm and the<br />

weighted error ±0.3 mm. The laboratory measured values were 16% lower than the field measured<br />

values.<br />

Figure 5-35. Laboratory Measurements <strong>of</strong> Thickness for the Columbus 36-<strong>in</strong>. L<strong>in</strong>er<br />

5.3.7 Specific Gravity and Porosity. Seven specimens from the downstream sample were used to<br />

determ<strong>in</strong>e the specific gravity <strong>of</strong> the l<strong>in</strong>er. The average specific gravity for the sample was calculated to<br />

be 1.17 with a standard deviation <strong>of</strong> 0.06.<br />

Measurements <strong>of</strong> density and porosity <strong>of</strong> a sample from this l<strong>in</strong>er specimen were made by Micrometrics<br />

Analytical Services. In their test<strong>in</strong>g (us<strong>in</strong>g mercury penetration for the porosity determ<strong>in</strong>ation), the bulk<br />

density (at 0.54 psia) was 1.0884 g/mL, the apparent (skeletal) density was 1.3233 g/mL, and the porosity<br />

was 17.752%. The full test report is provided <strong>in</strong> Appendix C and a discussion <strong>of</strong> the specific gravity<br />

across all the retrospective site samples is provided <strong>in</strong> Section 6.<br />

5.3.8 Flexural Test<strong>in</strong>g. Specimen cutt<strong>in</strong>g and preparation for test<strong>in</strong>g <strong>in</strong> accordance with ASTM<br />

D790 follows the procedures described for the other l<strong>in</strong>er specimens. Table 5-13 shows the dimensions<br />

and moment <strong>of</strong> <strong>in</strong>ertia for the specimens.<br />

Us<strong>in</strong>g the <strong>in</strong>formation <strong>in</strong> Table 5-13, the flexural stress and stra<strong>in</strong> data for all samples was drawn (Figure<br />

5-36). Peak load, peak shear stress, and flexural modulus values for each specimen, obta<strong>in</strong>ed us<strong>in</strong>g the<br />

s<strong>of</strong>tware ‘MtestW’, are listed <strong>in</strong> Table 5-14.<br />

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