Track 1(B-1-01 to 04) |
Track 2(B-2-01 to 04) |
Track 3(B-3-01 to 04) |
Track 4(B-4-01 to 04) |
Track 5(B-5-01 to 04) |
|
| 3:45 PM | 50 Ft. of Peat – Design Challenges of Three HDD Crossings of the Sacramento River | Guided Boring and the Lafayette/Pleasant Hill Road Trunk Sewer | Non-styrene Options for Cured-in-Place Pipe | Lateral Rehabilitation Options and Their Cost-benefit Comparison – One Utility’s Perspective | Hydraulic Analysis, Inspection and Condition Assessment of the City of San Diego PS65 Force Main |
| 4:10 PM | Planning, Extensive Monitoring and Good Communication Solves Public Noise Concerns on Two Large HDD Crossings in Sundre, Alberta | Challenges and Lessons Learned of Pilot Tube Guided Auger Boring Utility Crossings of the Little River | Hydrophilic Gasket Sealing Technology – A Solution to Deficiencies in Cured-in-place Pipe Lining | High Temperature Aeration Piping – How Can I Rehabilitate It? | Robotic Inline Inspection of Unpiggable Natural Gas Pipeline with Explorer |
| 4:35 PM | Goathead Creek Crossing | Extensive Small Diameter Pipe Jacking with Concurrent Methods Under the I-15 Core in Provo, Utah | Malibu Force Main Rehabilitation | Cranking up the Delivery – City of Richmond 2011 Sanitary Sewer Lining Project | Laser Profiling – A Case Study in Field Accuracy |
| 5:00 PM | Challenging HDD Watermains Up Steep Slopes | Shively Interceptor | The Next Generation of UV Curing CIPP Technology: Designed in America, Made in America | Line Q3 Pipeline – Slipline Rehabilitation | Are Sewer Lateral Inspections Cost-effective? |
Follow Us!
