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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4.3.10.2 Upstream Sample .......................................................................................... 60<br />
4.3.11 Raman Spectroscopy ..................................................................................................... 60<br />
4.3.11.1 Introduction ................................................................................................... 60<br />
4.3.11.2 Downstream Sample ..................................................................................... 61<br />
4.3.11.3 Upstream Sample .......................................................................................... 61<br />
4.3.12 Comparison <strong>of</strong> 1995 and 2010 Test Results .................................................................. 62<br />
5.0: CITY OF COLUMBUS RETROSPECTIVE STUDY .................................................................. 63<br />
5.1 Introduction ................................................................................................................................ 63<br />
5.2 Site 1: 5-year Old CIPP L<strong>in</strong>er <strong>in</strong> 8-<strong>in</strong>. Clay <strong>Pipe</strong>........................................................................ 63<br />
5.2.1 Host <strong>Pipe</strong> and L<strong>in</strong>er Information ................................................................................... 63<br />
5.2.2 Timel<strong>in</strong>e for Fieldwork .................................................................................................. 64<br />
5.2.3 Visual Inspection <strong>of</strong> L<strong>in</strong>er ............................................................................................. 65<br />
5.2.4 Locations <strong>of</strong> Soil Samples ............................................................................................. 66<br />
5.2.5 Analysis <strong>of</strong> Soil Samples ............................................................................................... 66<br />
5.2.5.1 Particle Size Distribution .............................................................................. 66<br />
5.2.5.2 Soil Specific Gravity and Absorption ........................................................... 67<br />
5.2.5.3 Soil Moisture Content ................................................................................... 68<br />
5.2.6 Measurement <strong>of</strong> Acidity and Alkal<strong>in</strong>ity, pH ................................................................. 68<br />
5.2.7 Wastewater Analysis ..................................................................................................... 69<br />
5.2.8 Annular Gap .................................................................................................................. 69<br />
5.2.9 L<strong>in</strong>er Thickness ............................................................................................................. 70<br />
5.2.10 Specific Gravity and Porosity ........................................................................................ 71<br />
5.2.11 Ovality ........................................................................................................................... 71<br />
5.2.12 Flexural Test<strong>in</strong>g ............................................................................................................. 73<br />
5.2.13 Tensile Test<strong>in</strong>g .............................................................................................................. 76<br />
5.2.14 Comparison <strong>of</strong> Measured Values and QC Sample/Design Values ................................ 78<br />
5.2.15 Buckl<strong>in</strong>g Test ................................................................................................................. 79<br />
5.2.16 Shore D Hardness .......................................................................................................... 81<br />
5.2.17 Barcol Hardness ............................................................................................................. 81<br />
5.2.18 Raman Spectroscopy .................................................................................................... 84<br />
5.3 Site 2: 36-<strong>in</strong>. Brick Sewer ........................................................................................................... 84<br />
5.3.1 Host <strong>Pipe</strong> and L<strong>in</strong>er Information ................................................................................... 84<br />
5.3.2 Sample Recovery ........................................................................................................... 84<br />
5.3.3 Visual Inspection <strong>of</strong> L<strong>in</strong>er ............................................................................................. 85<br />
5.3.4 Wastewater Analysis ..................................................................................................... 86<br />
5.3.5 Annular Gap .................................................................................................................. 86<br />
5.3.6 L<strong>in</strong>er Thickness ............................................................................................................. 86<br />
5.3.6.1 Ultrasound Test<strong>in</strong>g ........................................................................................ 86<br />
5.3.6.2 Field Measurements ...................................................................................... 86<br />
5.3.6.3 Laboratory Measurements ............................................................................. 88<br />
5.3.7 Specific Gravity and Porosity ........................................................................................ 88<br />
5.3.8 Flexural Test<strong>in</strong>g ............................................................................................................. 88<br />
5.3.9 Tensile Test<strong>in</strong>g .............................................................................................................. 90<br />
5.3.10 Shore D Hardness. ......................................................................................................... 90<br />
5.3.11 Barcol Hardness ............................................................................................................. 91<br />
5.3.12 Raman Spectroscopy ..................................................................................................... 92<br />
6.0: REVIEW AND COMPARISON ACROSS THE FOUR SITES .................................................. 93<br />
6.1 Introduction ................................................................................................................................ 93<br />
6.2 Summary for City <strong>of</strong> Denver <strong>Evaluation</strong>s .................................................................................. 93<br />
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