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

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10.0: REFERENCES Akinci, A., A. Gulec and F. Yilmaz. 2010. “The Applicability of GRP and NRP composites in Rehabilitation of Unpressurized Pipes,” Advanced Materials Research, Vol. 83-86, pp. 563-570. Araujo, T., S. Sabeshan and B. Yao. 2009. “Factors Affecting the Quality of Flexural Properties from CIPP Field Samples,” Proc. Intl. No-Dig 2009, NASTT/ISTT, Toronto, Mar 29-Apr 3. Bakeer, R., L. Guice, V.F. Sever, and G.R. Boyd. 2005. “Fluid Migration into Lined Pipelines.” Tunneling and Underground Space Technology, Vol. 20 No. 5, pp. 452-462. Bakeer, R. and F. Sever. 2008. “Quantification of Annular Flow in Lined Pipelines,” Tunneling and Underground Space Technology, Vol. 23, No. 6, pp. 727-733. Barsoom, J. 1993. “Denver’s Experience in Trenchless Technology,” Proc. Trenchless Technology: An Advanced Technical Seminar for Trenchless Pipeline Rehabilitation, Horizontal Directional Drilling and Microtunneling, Jan 26-30, 1993, Vicksburg MS, pp. 45-52. Bennett, R.D., L.K. Guice, S. Khan, and K. Staheli. 1995. Guidelines for Trenchless Technology: Curedin-Place (CIPP), Fold-and-Formed Pipe (FFP), Mini-Horizontal Directional Drilling (Mini- HDD), and Microtunneling, Technical Report CPAR-GL-95-2, Construction Productivity Advancement Research (CPAR) Program, U.S. Army Corps of Engineers, September. Bonanotte, R. and E. Kampbell 2004. “Chicago Cures Ailing 100-year-old Sewers,” Public Works, Vol. 135 No. 5, pp. 130-131. Brand, M., D. Krywiak and D. Willems. 2009. “Butterfield Storm Sewer CIPP Rehabilitation,” Proc. Intl. No-Dig 2009, NASTT/ISTT, Toronto, Mar 29-Apr 3. Bruzzone, A., P. Lonardo, and G. Diverio. 2008. “Experimental characterization of .” Proc. Intl. No-Dig, Rome, Italy, Paper S3-08. Dawson, D. 2008. “CIPP Lights Way in Buried Pipe Repair,” Composites Technology, April. Donaldson, B.M. 2009. “The Environmental Implications of Cured-in-Place Pipe Rehabilitation Technology,” Proc. TRB Annual Meeting, Jan 2009 (CDROM). Transportation Research Board, Washington, D.C. Downey, D. 2010. “The Story Behind the Pipe: an Inside Look at CIPP,” Trenchless International, Issue 9, Oct. 2010, pp. 28-29. Downey, D. 2011. Personal communication, Jan. 14. Driver, F.T. and M.R. Olson. 1983. Demonstration of Sewer Relining by the Insituform Process, Northbrook, Illinois, U.S. Environmental Protection Agency, Report No. EPA-600/S2-83-064, September. El-Sawy, K. and I.D. Moore 1998. “Stability of Loosely Fitted Liners Used to Rehabilitate Rigid Pipes,” Journal of Structural Engineering, ASCE, Vol. 124, No. 11, November, pp. 1350-1357. 130
Falter, B. 1996. “Structural Analysis of Sewer Linings,” Tunneling and Underground Space Technology, Vol. 11, Supplement 2, pp. 27-41. Falter, B., 2004. “Lining Stability: an Analysis of Damaged Sewers,” Proc. No Dig 2004, New Orleans, March. Falter, B. 2008. “New Developments in Liner Design to ATV-M 127-2,” Proc. NASTT No-Dig Conf., Dallas, Apr 27-May 2. Guice, L.K., C. Norris, D.T., Iseley, and M. Najafi. 1993. “Description of Long-Term Hydrostatic Pressure Testing of Pipeline Rehabilitation Materials,” Proc. Water Environment Federation Conference on Collection Systems: Operation and Maintenance, June. Guice, L.K., W.T. Straughan, C.R. Norris, and R.D., Bennett. 1994. Long-Term Structural Behavior of Pipeline Rehabilitation Systems, Task Report for the Construction Productivity Advancement Research (CPAR) Project, U.S. Army Engineers and Trenchless Technology Center, August. Gumbel, J. 2009. "Recent International Developments in Testing of CIPP (United Kingdom)," International NO-DIG 2009, NASTT/ISTT, Toronto, Ontario, Canada, Mar 29-Apr 3. Hahn, D. 2007. “Risk Mitigation of Large-Diameter, Cured-in-Place Pipe Rehabilitation Work Utilizing Fiber-Reinforced Composite Sandwich Technology, Composites in Manufacturing, Vol. 23, No. 4. Hall, D. and J. Matthews. 2004. "Fluid Migration in the Annular Space of Rehabilitated Pipelines: A Comparison of Insituform’s Inverted and ILS Products," Trenchless Technology Center Report, August. Hall, D.E. and M. Zhu. 2000. "Recent Findings and Ongoing Liner Buckling Research at the Trenchless Technology Center," Proc. North American No Dig 2000, Anaheim, California, April. pp. 77-84. Hannan, P.M. 1990. “Cured-in-Place Pipe: An End User Assessment.” Buried Plastic Pipe Technology, ASTM Special Technical Publication 1093, Buczala, G.S. and M.J. Cassady, eds., ASTM, Philadelphia. Hansen, B. 2005. “Newark’s Brick Sewers Reinforced with Cured-in-Place Pipe,” Civil Engineering— ASCE, Vol. 75, No. 6, pp. 27-28. Hayden, M. 2004. “Comparison of filled vs. neat resins for CIPP.” NASTT No-Dig, New Orleans, LA, Paper E-3-03. Herzog, D.J., A.J. Bennett, K. Rahaim, J.D. Schiro and R.E. Hudson. 2007. “A Comparison of Cured-In- Place-Pipe (CIPP) Mechanical Properties - Laboratory vs. Field,” Composites & Polycon 2007, October 17-19, Tampa, FL, American Composites Manufacturers Association. Hudson, R.E. 1993. “Houston Experience: Rehabilitation Costs,” Proc. Trenchless Technology: An Advanced Technical Seminar for Trenchless Pipeline Rehabilitation, Horizontal Directional Drilling and Microtunneling, Jan 26-30, Vicksburg MS, pp. 53-65, Trenchless Technology Center, Louisiana Tech University, Ruston LA. 131
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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
Page 97 and 98: 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: 9.2 Recommendations for Future Work
Page 151 and 152: Lehmann, M.A, J.P. Schroeder and C.
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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