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State of Technology Report for Force Main Rehabilitation, Final ...

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Figure 3-15. Subline Forming into “C” Shape.......................................................................................... 28<br />

Figure 3-16. PolyFoldTM Banding........................................................................................................... 28<br />

Figure 3-17. Summary <strong>of</strong> CIPP Technologies.......................................................................................... 31<br />

Figure 3-18. Starline® 1000 ..................................................................................................................... 36<br />

Figure 3-19. Aqua-Pipe Construction....................................................................................................... 36<br />

Figure 3-20. Aqualiner Installation Process.............................................................................................. 38<br />

Figure 3-21. Summary <strong>of</strong> Replacement Technologies.............................................................................. 40<br />

Figure 3-22. Fusion <strong>of</strong> PVC Joint............................................................................................................. 41<br />

Figure 3-23. Hobas Sliplining Pressure Joint ........................................................................................... 42<br />

Figure 3-24. Static Bursting Head ............................................................................................................ 43<br />

Figure 3-25. Pneumatic Bursting Head..................................................................................................... 43<br />

Figure 3-26. Permalok T7 Pressure Joint.................................................................................................. 45<br />

Figure 4-1. Total Installation Cost in 2003 Dollars <strong>for</strong> Trenchless <strong>Rehabilitation</strong> Methods.................. 46<br />

Figure 4-2. UK Water <strong>Rehabilitation</strong> Costs............................................................................................ 47<br />

Figure 4-3. Belief Network <strong>for</strong> Risk <strong>of</strong> Failure in PCCP........................................................................ 51<br />

Figure 4-4. Belief Network <strong>for</strong> Consequences <strong>of</strong> Failure in PCCP ........................................................ 51<br />

Figure 6-1. Polyurethane Pipeline Cleaning Pigs ................................................................................... 72<br />

Figure 6-2. LPR Ferguson-Nicholas Cell ............................................................................................... 75<br />

TABLES<br />

Table 2-1. Percentage <strong>of</strong> Materials by Diameter Range ........................................................................... 6<br />

Table 3-1. Summary <strong>of</strong> Renewal Technologies with Applicability to <strong>Force</strong> <strong>Main</strong>s............................... 13<br />

Table 3-2. Summary <strong>of</strong> Internal Joint Vendors....................................................................................... 16<br />

Table 3-3. Properties <strong>of</strong> Hunting Polyurea Spray-on Linings................................................................. 22<br />

Table 3-4. Pressure Class <strong>of</strong> PE 3408 based on AWWA C906 at 80 o F................................................. 24<br />

Table 5-1. ASTM Material Standards <strong>for</strong> PVC Pipe .............................................................................. 57<br />

Table 5-2. ASTM Material Standards <strong>for</strong> PE Pipes................................................................................ 57<br />

Table 5-3. ASTM Material Standards <strong>for</strong> CIPP...................................................................................... 58<br />

Table 5-4. ASTM Standards <strong>for</strong> FRP/GRP............................................................................................. 59<br />

Table 5-5. Design Standards <strong>for</strong> PVC Materials..................................................................................... 59<br />

Table 5-6. Design Standards <strong>for</strong> Polyethylene Materials........................................................................ 59<br />

Table 5-7. Design Standards <strong>for</strong> Glass-Rein<strong>for</strong>ced Thermosetting Plastic Pipe..................................... 60<br />

Table 5-8. ASTM Design Standards <strong>for</strong> CIPP Materials ........................................................................ 60<br />

Table 5-9. ASTM Installation Standards <strong>for</strong> PVC Materials.................................................................. 64<br />

Table 5-10. ASTM Installation Standards <strong>for</strong> FRP/GRP Materials.......................................................... 64<br />

Table 5-11. ASTM Installation Standards <strong>for</strong> Polyethylene Materials..................................................... 65<br />

Table 5-12. ASTM Installation Standards <strong>for</strong> CIPP Materials ................................................................. 65<br />

Table 5-13. Minimum Structural Properties <strong>of</strong> CIPP Products by ASTM F1216 .................................... 66<br />

Table 5-14. Minimum Structural Properties <strong>of</strong> CIPP Products by ASTM F1743 .................................... 66<br />

Table 5-15. Minimum Structural Properties <strong>of</strong> CIPP Products by ASTM F2019 .................................... 67<br />

Table 5-16. ASTM D5813 Chemical Solution Specifications.................................................................. 70<br />

Table 7-1. <strong>Technology</strong> Gaps and Closure Costs and Benefits................................................................ 80<br />

Table 8-1. Parameters <strong>for</strong> Evaluation in Demonstration Projects........................................................... 82<br />

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