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

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Hutchinson, M.W. 1998. “Lessons Learned about Cured-in-Place Pipe During Construction,” Pipelines in the Constructed Environment, Proc. Pipeline Division Conference, San Diego, CA, Aug 23-27, pp. 752-762, ASCE, Reston VA. Iseley, D.T. 2011. Personal communication, Feb. 4. Khan, S.A. 2005. “Trouble Shooting for Liner Installation: Observations and Recommendations based on Field Experiences,” Proc. NASTT No-Dig Conf., Orlando FL, Apr 24-27. Kahn, S. and C. Dobson 2007. “Just Like New,” Water Environment & Technology, Vol. 19 No. 3, pp. 52-57. Kampbell, E. 2009. Guideline for the Use and Handling of Styrenated Resins in Cured-in-Place Pipe, NASSCO, 13 pp. Available at http://nassco.org/publications/misc/styrene_report_8-09.pdf Kampbell, E., D. Downey and W. Condit. 2011. Quality Assurance and Quality Control Practices for Rehabilitation of Sewer and Water Mains. EPA/600/R-11/017. U.S. Environmental Protection Agency, National Risk Management Research Laboratory, Edison NJ. www.epa.gov/nrmrl/pubs/600r11017/600r11017.pdf Kapasi, S. and D. Hall. 2002. "Monitoring Deflections of Pipe Liners Under External Water Pressure During Liner Buckling Experiments," Proc. North American NO-DIG 2002, NASTT, Montreal, Canada, April 28-30. Kleweno, D. 1994. “Physical properties and chemical resistance of selected resin for CIPP rehabilitation.” Buried Plastic Pipe Technology, 2 nd Vol., ASTM, Philadelphia, PA. Knight, M. and K. Sarrami. 2009. “Testing of CIPP Resins used within the City of Toronto Sewers,” Proc. NASTT No-Dig Conf., San Diego, Apr 16-19. Kurz, G.E., G.A. Ballard and L.B. Scott. 2009. “Nashville Project Shows Long-Term Effectiveness of Sewer Rehabilitation for Infiltration Reduction,” Proc. Intl. No-Dig 2009, NASTT/ISTT, Toronto, Mar 29-Apr 3. Law, T.C.M., and I.D. Moore. 2007. “Numerical Modeling of Tight Fitting Flexible Liner in Damaged Sewer under Earth Loads,” Tunneling and Underground Space Technology, Vol. 22, pp. 655-665. Llagas, M.P. and D. Cook. 2004. “Pipeline Rehabilitation in the R.O.W. and Easements - Phase A,” Proc. ASCE Pipeline Division Specialty Congress - Pipelines 2004 - What's on the Horizon, pp. 139- 149, Am. Soc. Civil Engrs., Reston VA. Larsen, J.P., J.N. Struve, F. Bloetscher and D. McLaughlin. 1997. “After Rehabilitation, Then What?,” Water Environment & Technology, April, pp. 45-49. Lee, R.K. 2008. “Risks Associated with CIPP Lining of Storm Water Pipes and the Release of Styrene,” Proc. NASTT No-Dig Conf., Dallas, Apr 27-May 2. Lee, R.K. and S. Ferry. 2007. “Long-Term CIPP Performance and its Design Implications,” Proc. NASTT No-Dig Conf., San Diego, Apr 16-19. 132
Lehmann, M.A, J.P. Schroeder and C.M. Saunders. 2009. “Challenges and Lessons Learned using Air Inversion and Steam Cure for CIPP Sewer Rehabilitation.”Proc. Intl. No-Dig 2009, NASTT/ISTT, Toronto, Mar 29 - Apr 3. Li, J.Y., and L.K. Guice. 1995. “Buckling of an Encased Elliptic Thin Ring,” ASCE Journal of Engineering Mechanics, December. Lindsey, S.E. 2007. “What Every System Owner Should Know about CIPP,” Water Environment & Technology, Vol. 19 No. 1, January, pp. 59-62. Martin, S. 2007. “Crescent City Rebirth includes CIPP,” JEC Composites Magazine, Vol. 44, No. 33, pp. 37-38. Matthews, J., W. Condit and R. McKim. 2011. Decision Support for Renewal of Wastewater Collection and Water Distribution Systems, Report to EPA under Contract No. EP-C-05-057. Task Order No. 58, National Risk Management Research Laboratory, in press. Moore, I. 2008. “Assessment of Damage to Rigid Sewer Pipes and Erosion Voids in the Soil, and Implications for Design of Liners,” Proc. NASTT No-Dig, Dallas, Texas, April 27–May 2. Nelson, K., T. Tekippe, R. Matheson, R. Ohlemutz and B. Pomeroy, 2005. “Case Study: Large Diameter Cured-in-Place Plastic Pipe,” Proc. NASTT No-Dig, Orlando, FL, Apr. 24-27. Omara, A.A., L.K. Guice, W.T., Straughan, and F.A. Akl. 1997. “Buckling Models of Thin Circular Pipes Encased in Rigid Cavity,” ASCE Journal of Engineering Mechanics, December. Osborn, L. 2011. Personal communication February 2. Pang, X., L. Goodrich, and S. Ahmed. 1995. “Testing Quality Assurance in CIPP Systems,” Pipeline Digest, November, pp. 19-21. Pennington, R.A., K.A. Gersley, A.L. Zach, and J.T. George. 2005. “Brick Sewer Evaluation and Rehabilitation Program in Newark, New Jersey,” Proc. NASTT No-Dig, Orlando, FL, Apr. 24-27. Potvin, D., E. Waite, and B. St. Aubin. 2008. “Assessment of CIPP Liner Performance in Contaminated Soils,” Proc. NASTT No-Dig, Dallas, Apr 27-May 2. Rahaim, K. 2009. “Cured-in-Place Pipe: Past, Present and Future,” Trenchless International, July, Great Southern Press, Sydney, Australia. Available at http://trenchlessinternational.com/news/cured-in-place_pipe_past_present_and_future/000863/ Roeling, M. 2009. “UV-Light Curing of Cured-in-Place Pipes with LEDs,” Proc. Intl. No-Dig 2009, NASTT/ISTT, Toronto, Mar 29-Apr 3. Rose, J.J. and L.X. Jin. 2006. “Resin Choices for Cured-in-Place Pipe (CIPP) Applications,” Proc. COMPOSITES 2006 Convention and Trade Show, October 18-20. St. Louis, MO, American Composites Manufacturers Association, Arlington VA. Schwarz, W. 2007. “Sewer Rehabilitation: Integral Component of an Infrastructure Rehabilitation Program in Fort Lauderdale, FL– Part II, Implementation and Results,” Proc. NASTT No-Dig Conf., San Diego, Apr 16-19. 133
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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
Page 99 and 100: Figure 5-24. Localized Leak on the
Page 101 and 102: Figure 5-26. Barcol Hardness Readin
Page 103 and 104: 5.3.3 Visual Inspection of Liner. I
Page 105 and 106: Figure 5-32. Ultrasonic Testing for
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
Page 113 and 114: Overall, the liners appear to be ho
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
Page 123 and 124: combining this broadly available in
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
Page 137 and 138: km of pipe and 50-year-old pipes ar
Page 139 and 140: methods are detailed in the Guide t
Page 141 and 142: The business of pipeline rehabilita
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: Falter, B. 1996. “Structural Anal
Page 153 and 154: APPENDIX A LIST OF TEST STANDARDS R
Page 155 and 156: The following table lists the non-A
Page 157 and 158: B.1 Introduction This study was con
Page 159 and 160: Mean thickness values for each cont
Page 161 and 162: APPENDIX C INTERNATIONAL STUDY INTE
Page 163 and 164: The original Insituform liner insta
Page 165 and 166: However, the figures published by O
Page 167 and 168: exfiltration and infiltration. Any
Page 169 and 170: STW uses CIPP for virtually all of
Page 171 and 172: method. Top hat repairs to junction
Page 173 and 174: All design and construction supervi
Page 175 and 176: Process verification test samples a
Page 177 and 178: consultant born out of the corporat
Page 179 and 180: BW continues to use CIPP, mainly in
Page 181 and 182: East, but has not yet had marked su
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