Track 1(F-1-01 to 05) |
Track 2(F-2-01 to 05) |
Track 3(F-3-01 to 05) |
Track 4(F-4-01 to 05) |
Track 5(F-5-01 to 05) |
Track 6(F-6-01 to 05) |
|
| 8:00 AM | Water HDD Methodology Applied to New Waterline Under Historic Erie Canal | Sealing Annular Space and Lateral Connections with Chemical Grouts | Old Pipe/Renewed Pipe – How New Technology Enhances the Rehabilitation of a 140-Year-Old Sewer | Pipeline Repair Technologies, Current and Future | Sewer Rehab Pays in Brentwood Tennessee | Northwest Arm Trunk Sewer Rehabilitation – Case Study |
| 8:25 AM | Triple Barrell Siphon Installed in Tight Quarters | The Axis of New Trenchless Technology | CIPP Lateral Rehabilitation – Business as Unusual | Evaluation of the Carbon Footprint of Innovative Watermain Rehabilitation Technologies vs. Open-cut | Flood Grouting Sanitary Sewers for Infiltration Control | CIPP Rehab of Sewers in the Beaver State – Design, Construction and Lessons Learned |
| 8:50 AM | Comparison of Buried Pipe Behavior – Open-cut vs. Directional Drilling | Support of Tunneling with Chemical Grouting in New Jersey | Cured-in-place Liner Defects – Three Studies of Installed Liner Performance Quality | Development of a Carbon Calculator Tool to Compare Trenchless and Standard Pipeline Activities | Flow Monitoring and I/I Reduction – Beyond Plain Vanilla | Rollercoaster in the Underground – Rehabilitation of 30in. and 40-in. Sewer Pressure Pipelines Poses Special Challenges |
| 9:15 AM | Impact of Earth Loads on Polyethylene Pipes Installed by Horizontal Directional Drilling | Dugway East Interceptor Relief Sewer Hand Tunnel Crossing Installation | Trenchless Sewer Lateral Rehabilitation Pilot Project in Calgary, Alberta | Baseline Condition Data Collection for Pipes and Pipeliners | Effective Inflow/Infiltration Reduction Utilizing Cured-In-Place Pipe Lining | Are You Receiving the CIPP Thickness You’re Paying For? |
| 9:40 AM | Thermal Grouting of BC Hydro’s VCCT Project | Instrumentation and Monitoring of Pilot Tube Microtunneling Installations | 96-in. Brick Nashville CSO Outfall Relined After Flood Damage | A New Approach in Pipe Structural Condition Scoring | Ways of Reducing I&I During Hard Economic Times | Quality Assurance and CIPP Lining |




