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

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The following table lists ASTM standards that are referenced in this report. Standard Description ASTM C128 Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate ASTM C136 Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates ASTM D638 Standard Test Method for Tensile Properties of Plastics ASTM D790 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials ASTM D792 Standard Test Methods for Density and Specific Gravity (Relative Density) of Plastics by Displacement ASTM D2216 Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass ASTM D2240 Standard Test Method for Rubber Property—Durometer Hardness ASTM D2583 Standard Test Method for Indentation Hardness of Rigid Plastics by Means of a Barcol Impressor ASTM D5813 Standard Specification for Cured-in-Place Thermosetting Resin Sewer Piping Systems ASTM E96 Standard Test Methods for Water Vapor Transmission of Materials ASTM E797 Standard Practice for Measuring Thickness by Manual Ultrasonic Pulse-Echo Contact Method ASTM E1356 Standard Test Method for Assignment of the Glass Transition Temperatures by Differential Scanning Calorimetry ASTM E2602 Standard Test Method for the Assignment of the Glass Transition Temperature by Modulated Temperature Differential Scanning Calorimetry ASTM F1216 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube ASTM F1743 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe (CIPP) ASTM F2019 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place Installation of Glass Reinforced Plastic (GRP) Cured-in-Place Thermosetting Resin Pipe (CIPP) ASTM F2599 Standard Practice for The Sectional Repair of Damaged Pipe by Means of an Inverted Cured-in-Place Liner A-1
The following table lists the non-ASTM standards, guidelines, and manual of practice listed in this report. Contact information is provided for the organization. ASTEE - Association Scientifique et Technique pour l’Eau et l’Environnement Council of the Standards Association of Australia • AS2566 Plastics Pipelaying Design British Standards Institute • BS 2782-10 Methods of testing plastics. Glass reinforced plastics. Measurement of hardness by means of a Barcol impressor. • BS EN 1055:1996 Plastics piping systems. Thermoplastics piping systems for soil and waste discharge inside buildings. Test method for resistance to elevated temperature cycling. • BS EN 1542:1999 Products and systems for the protection and repair of concrete structures. Test methods. Measurement of bond strength by pull-off • BS EN 13566-4:2002 Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks. Darmstad Rocker Test Method (abrasion) • See DIN 19565 DIN (Deutsches Institut für Normung e.V.) • DIN 19565 (P1) Centrifugally cast and filled polyester resin glass fibre reinforced (up-gf) pipes and fittings for buried drains and sewers. EN Standards (CEN - European Committee for Standardization) • BS EN 1055:1996 Plastics piping systems. Thermoplastics piping systems for soil and waste discharge inside buildings. Test method for resistance to elevated temperature cycling. • BS EN 1542:1999 Products and systems for the protection and repair of concrete structures. Test methods. Measurement of bond strength by pull-off • BS EN 13566-4:2002 Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks. Lining with cured-in-place pipes ISO (International Standards Organization) • ISO 175:1999 Plastics -- Methods of test for the determination of the effects of immersion in liquid chemicals • ISO 178:2010 Plastics -- Determination of flexural properties WIS (Water Industry Standard) • WIS 4-34-04 Specification for renovation of gravity sewers by lining with cured-in-place pipes. WRc (Water Research Center UK) • WRc SRM (Sewer Rehabilitation Manual) A-2 www.astee.org/ www.standards.org.au/ www.standardsuk.com/shop/ www.normas.com/DIN/pages/ Translations.html or http://global.ihs.com/ www.standardsdirect.org/ standards/ www.iso.org/ www.water.org.uk/ www.wrcplc.co.uk/
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EPA/600/R-12/004 | January 2012 | w
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DISCLAIMER The work reported in thi
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ACKNOWLEDGMENTS This report has bee
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samples had a flexural modulus valu
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CONTENTS DISCLAIMER ...............
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4.3.10.2 Upstream Sample ..........
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9.2.2 Recommendations for Developme
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Figure 5-27. Raman Spectra for the
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ABBREVIATIONS AND ACRONYMS AMP Asse
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1.0: INTRODUCTION This report forms
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1.2 Organization of the Report Foll
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Some sections of a sewer system may
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• The depth of the pipe below the
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Figure 2-3 highlights the main diff
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The most commonly used resins are i
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the glass fiber. The tube, which is
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3.0: DEVELOPMENT OF CIPP EVALUATION
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• The municipality would be willi
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• Measurements and/or physical sa
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Table 3-3. Laboratory Evaluation an
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4.1 Introduction 4.0: CITY OF DENVE
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Figure 4-1. Images of the Recovered
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Sample ID Figure 4-4. Soil Grain Si
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Location Table 4-5. Denver 8-in. Li
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Profile Plot Red - Steel tube Green
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Table 4-7. Results from Flexural Te
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35 Table 4-9. Comparison of Test Da
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4.2.12 Buckling Test. A steel mecha
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Figure 4-18. Pressure Gage and Pres
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4.2.13 Shore D Hardness. Durometer
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Figure 4-24. Barcol Hardness Readin
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increases and the heat of cure decr
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In summary, CCTV inspection of thre
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Figure 4-28. Thickness for Denver 4
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4.3.6.2 Downstream Sample. Seven sp
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Figure 4-34. Flexural Stress-Strain
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Table 4-18. Flexural Test Results f
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4.3.8.2 Upstream Sample. Specimens
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4.3.10 Barcol Hardness 4.3.10.1 Dow
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4.3.11.2 Downstream Sample. The Ram
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5.1 Introduction 5.0: CITY OF COLUM
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April 16, 2010 The specimen was rec
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The resulting gradation curves are
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Table 5-4. Soil pH at Designated Lo
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Figure 5-8. Average Thickness at Di
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5.2.12 Flexural Testing. Specimens
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Figure 5-14. Flexural Stress-Strain
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Figure 5-16. Tensile Stress-Strain
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5.2.15 Buckling Test. A mechanical
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Figure 5-24. Localized Leak on the
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Figure 5-26. Barcol Hardness Readin
Page 103 and 104: 5.3.3 Visual Inspection of Liner. I
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Page 107 and 108: Table 5-13. Geometric Data for Flex
Page 109 and 110: Figure 5-38. Shore D Hardness of Co
Page 111 and 112: 6.1 Introduction 6.0: REVIEW AND CO
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Page 115 and 116: age difference between the liners i
Page 117 and 118: Looking for correlations to the low
Page 119 and 120: A significantly lower range of Shor
Page 121 and 122: 7.0: RECOMMENDED TEST PROTOCOL FOR
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Page 125 and 126: Table 7-3. Overall Structure for a
Page 127 and 128: Table 8-2. CIPP and Other Rehabilit
Page 129 and 130: Table 8-5. Rehabilitation Specifica
Page 131 and 132: 113 Table 8-9. Process Verification
Page 133 and 134: Göttingen Stadtentwässerung: Göt
Page 135 and 136: experience and quality, and do not
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Page 143 and 144: • Destructive testing (but will n
Page 145 and 146: In Denver, in CCTV inspections of n
Page 147 and 148: 9.2 Recommendations for Future Work
Page 149 and 150: Falter, B. 1996. “Structural Anal
Page 151 and 152: Lehmann, M.A, J.P. Schroeder and C.
Page 153: APPENDIX A LIST OF TEST STANDARDS R
Page 157 and 158: B.1 Introduction This study was con
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Page 161 and 162: APPENDIX C INTERNATIONAL STUDY INTE
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Page 165 and 166: However, the figures published by O
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Page 169 and 170: STW uses CIPP for virtually all of
Page 171 and 172: method. Top hat repairs to junction
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