NASTT's No-Dig 2010 | Chicago (Schaumburg), Illinois

News

:: March 11, 2010 ::

New auction items donated by: Michels Corp., Baroid IDP, NASTT, Benjamin Media, Inc., Vermeer Corp. & Vac-Tron Equipment LLC. View the auction page for all donations.

:: February 26, 2010 ::

New sponsors added: Underground Construction Association, Distribution Contractors Association, Julie & Trenchless Technology

New exhibitors added: Slim Dril International Inc, Underground Contractors Association, mts Perforator GmbH, Grindex Pumps, Masterliner, Ipex Management Inc & ChemGrout Inc View the floorplan for all changes.

:: February 18, 2010 ::

New exhibitors added: Ameron Protective Linings Division, CANTEX Inc, Prime Horizontal Inc, Standard Equipment Co. View the floorplan for all changes.

:: February 12, 2010 ::

New exhibitors added: Stagnito Media/ CE News, Inland Pipe Rehabilitation, Channeline International Ltd & Prime Horizontal Inc. View the floorplan for all changes.

:: February 5, 2010 ::

Click here to view Conference Preview #3.

New exhibitors added: Barbco, Can Clay Corp, Mixonsite USA Inc & Trenchless Technology Center. View the floorplan for all changes.

:: VIEW OLDER NEWS ::

2010 Session Schedule

Welcome to the session schedule page for NASTT’s No-Dig 2010 Show. Please click on a paper title below for the abstract information box to appear. To view the full abstract when it is available select ‘Click here to view abstract PDF’.

Click here for an alphabetical list of authors with their association and paper title.

Click here for a detailed session schedule (PDF) (Current as of February 5, 2010)
Click here for an at-a-glance session schedule (PDF) (Current as of February 5, 2010)

VIEW BY DATE OF PRESENTATION
	Monday May 3, 2009 - AM Sessions - 2 PDHs or 0.2 CEUs
	Monday May 3, 2009 - PM Sessions - 1.75 PDHs or 0.175 CEUs
	Tuesday May 4, 2009 – AM Sessions (1st Session) - 2 PDHs or 0.2 CEUs
	Tuesday May 4, 2009 – AM Sessions (2nd Session) - 1.7 PDHs or 0.17 CEUs
	Tuesday May 4, 2009 – PM Sessions - 2 PDHs or 0.2 CEUs
	Wednesday, May 5 – AM Sessions - 2 PDHs or 0.2 CEUs

CATEGORY
	Wastewater	Stormwater	Gas
	Water	Electrical	Other
	Wastewater/Water

Monday May 3, 2009 - AM Sessions

	Track 1 Challenging HDD Case Histories Jason Lueke, Arizona State University	Track 2 Asset Management Jack Burnam, CH2M Hill	Track 3 Lining Materials, Methods & Installation Jennifer Glynn, RMC Water & Environment	Track 4 Sewer Rehabilitation George Kurz, Barge Waggoner Sumner & Cannon	Track 5 Pipe Ramming & Jacking Matt Pease, Staheli Trenchless Consultants
9:30 am	A-1-01: Nuts, Bolts and HDD: A Tough Job at a Tough Location - Crossing the Cape Fear River	A-2-01: New Optimization Tools to Evaluate Cost-Effectiveness of I/I Removal	A-3-01: A Look at Carbon Fiber Reinforced Polymer (CFRP) as a Long-term Repair Solution	A-4-01: Bench- and Full-Scale Testing of CIP Liners Subjected to Elevated Temperature	A-5-01: On-grade Installation of Sanitary Sewers in Baton Rouge¸ La., Using a Unique Trenchless Vacuum
9:55 am	A-1-02: HDD Crossing under Environmentally Sensitive Slough: Mitigation of Hydrofracture Risk	A-2-02: Viability Evaluation of Fiber Optics for Monitoring PCP	A-3-02: Largest Project on Repair of Penstocks Using a Fiber Reinforced Polymer (FRP) Liner	A-4-02: Rehab of 100-Year-Old Large Size Circular and Non-Circular Sewers	A-5-02: Sugarloaf Pipeline: Design and Construction of the KP41 Tunnel and Goulburn River Pump Station
10:20 am	A-1-03: Threading the Needle: Replacing a Failed Sewer River Crossing Under an Accelerated Timeframe	A-2-03: The Role of Preventative Maintenance in Establishing an Asset Management Program	A-3-03: Lynnwood Sanitary and Storm Trunk Upgrade	A-4-03: GRP Panel Lining of a Brick Trunk Sewer in the City of Hamilton, Ontario, Canada	A-5-03: Advances in Small Diameter Pipe Splitting Technology
10:45 am	A-1-04: Ocean Outfall Presents Challenges to HDD Construction	A-2-04: Application of Robotics in Diagnostic Analysis of Large Diameter Pipelines	A-3-04: Rehibilitation of Mexico City's Sewer Tunnels 200 ft below the City Using Ameron's T-Hab Method	A-4-04: Important Design and Construction Consideratons for Rehabilitation of Small Diameter Gravity Sewers	A-5-04: Pipe Ramming for Oil and Gas Pipeline Applications
11:10 am	A-1-05: Deep Inclined Water Intake Shafts	A-2-05: I Have My Pipe and Manhole Condition Data: Now What?	A-3-05: Laboratory and Field Testing of a New Segmental¸ Flash-Joint PVC Pipe for Sliplining and Pipe Bursting	A-4-05: The Criterions of Urgency of Sewerline Rehabilitation	A-5-05: Tunneling and Pipe Ramming as a Culvert Replacement Method
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Monday May 3, 2009 - PM Sessions

	Track 1 HDD James Murphy, Colt Worley Parsons	Track 2 Condition Assessment Frank Badinski, York Region, Ontario, Canada	Track 3 CIPP Lining Kaleel Rahaim, Interplastic Corp.	Track 4 Pipe Bursting Alan Atalah, Ph.D., Bowling Green State University	Track 5 Microtunneling Don Del Nero, CH2M Hill
3:45 pm	B-1-01: 10 Myths Regarding Installation of Underground Power Transmission Lines with Trenchless Construction Methods	B-2-01: Pump Station Patterns During Extreme Weather Reveal Areas of Excessive Infiltration and Inflow	B-3-01: Evolution of Cured-In-Place (CIPP) Lining	B-4-01: Alternative Construction Techniques in Glen Ellyn, Ill., Minimize Neighborhood Disruption	B-5-01: 20 Years of Perspective: Design and Construction Professional's Views on Improving Microtunneling
4:10 pm	B-1-02: New Pipe Thruster Technology Enhances Trenchless Technology Options	B-2-02: Leak and Gas Pocket Detection Survey for a Large-Diameter Force Main in the City of San Jose, Calif.	B-3-02: Pressure Pipe Rehabilitation Beneath a Sewage Treatment Facility	B-4-02: Trenchless Replacement of Sliplined and CIPP Lined Pipes on Malmstrom Air Force Base	B-5-02: GRADE CONTROL FOR MICROTUNNELS IN VERY LOOSE AND VERY SOFT SOILS
4:35 pm	B-1-03: Large-Diameter HDD Assist Leads to Successful HDD Crossing of the Gila River¸ Phoenix	B-2-03: Los Angeles County Sanitary Sewer Condition Assessment	B-3-03: Factors Affecting the Quality of Flexural Properties from CIPP Field Samples	B-4-03: City of Billings, Mont., Uses Pipe Bursting to Broaden Its Asset Management Toolbox	B-5-03: New Navigation System for Microtunnelling and Pipe Jacking
5:00 pm	B-1-04: Nokomis¸ Fla., Water Mains	B-2-04: Condition Assessment and Prioritization of Sanitary Sewer Rehabilitation Techniques in the City of Miami Beach, Fla.	B-3-04: Local Ordinances Dictate Lateral Renewal Technologies	B-4-04: Large Diameter Static Pipe Bursting Solution for Replacement of Lined¸ Large Diameter Ductile Iron Force Main	B-5-04: The University of Alberta Deep Sewer Hand Tunnel Project
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Tuesday May 4, 2009 – AM Sessions (1st Session)

	Track 1 Gas Cross Bore Elimination Mark Bruce, Can Clay Corp.	Track 2 Condition Assessment John Schroeder, CDM	Track 3 Water Main Rehabilitation Piero Salvo, WSA Consultants, a division of GENIVAR	Track 4 Sewer Rehabilitation Keith Hanks, City of Los Angeles	Track 5 Tunneling Glenn Boyce, Ph.D., P.E., Jacobs Associates
8:00 am	C-1-01: Mapping the Underground Infrastructure: Leveraging GPS Technology to Locate and Identify problems	C-2-01: In-Service Assessment of Metallic Mains	C-3-01: Victoria Leads the Way in Steel Watermain Rehabilitation	C-4-01: Small Diameter Sewer Rehabilitation: Experiences with Fiberglass UV-Cured Technology	C-5-01: Tunneling in Variable Rock Conditions: Flexibilty Is Key
8:25 am	C-1-02: Cross Bore Prevention: A Canadian Utility Perspective	C-2-02: Locating and Quantifying Inflow and Infiltration (I/I) Using Field Data and GIS	C-3-02: Challenges in Rehabilitating a Large Diameter Transmission Main	C-4-02: Decatur, Ill., Force-Main Project: Identifying Multiple Solutions for One Project	C-5-02: Challenges Encountered and Lessons Learned on a Small-Diameter EPB Tunnel in a Mixed Face Ground
8:50 am	C-1-03: Public and Employee Safety Enhanced by Construction Risk	C-2-03: A New Survey Method to Non-destructively Assess Pipe Wall Condition and System Leakage	C-3-03: Study Results From Various Cities Indicating the Benefits of Implementing a Structural Water Main Rehabilitation	C-4-03: Rehabilitation of Lents Trunk Sewer Outfall to a Storage Facility	C-5-03: Subsurface Alignment Considerations for Routing a Deep Tunnel in an Urban Environment
9:15 am	C-1-04: Preventing Crossbores: An Overview of Vectren's Policy	C-2-04: Birmingham Finds Low Pressure Leak on Large Diameter Concrete Cylinder Pipe	C-3-04: The NY Madison Avenue Trenchless Watermain Rehabilitation Project: Site Observations and Lessons Learned	C-4-04: Construction of Non-Circular Sewer Rehabilitation Projects in Los Angeles	C-5-04: Benefits and Challenges of Long Distance, Small Diameter Tunneling
9:40 am	C-1-05: Planning and Execution of Bore Cross Elimination Projects	C-2-05: Smoke and Mirrors: Which Water Pipe Condition Assessment Techniques Work	C-3-05: Trenchless Technology in a Developing Economy	C-4-05: Gordon Avenue Sanitary Trunk Sewer and Langarth Street Sanitary Trunk Sewer Rehabilitation Project
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Tuesday May 4, 2009 – AM Sessions (2nd Session)

	Track 1 TBD Kim Staheli, Staheli Trenchless Consultants	Track 2 Asset Management David Crowder, R.V. Anderson Associates Ltd.	Track 3 CIPP Lining Erez Allouche, Trenchless Technology Center, Louisiana Tech University	Track 4 Pipe Bursting George Ragula, Public Service Electric & Gas	Track 5 Microtunneling Craig Camp, Jacobs Associates
10:20 am	D-1-01: New Technologies Build on Current Success for Utility Location and Bore Cross Elimination	D-2-01: Variable Geometry Crawler	D-3-01: Design Rehabilitation Challenges for Large Diameter Pipes	D-4-01: Trenchless Culvert Replacement Under Railways with the Pipe Ramming Method	D-5-01: Managing Existing Contamination Impacts on Design and Construction of an Urban Microtunneling Project
10:45 am	D-1-02: Drilling with Ltd. Geotechnical When Is it Reasonable: A Tale of Two Drills	D-2-02: City of Montreal, Canada, Collector Sewer Monitoring and Major Watermain Leak Detection using CCTV/Sonar	D-3-02: Renewable, Recycled and Styrene-Free Resins for Cured-In-Place Pipe Applications	D-4-02: Lee’s Summit Uses Pipe Bursting to Broaden Its Asset Management Toolbox and Rehabilitate Potable Water Distribution System	D-5-02: Microtunnel Jacking and Receiving Shafts Constructed Using Cutter-Soil-Mixing (CSM) Technology
11:10 am	D-1-03: Photogrammetric Methods for Quality Control of Trenchless Construction Projects	D-2-03: A Practical Approach to the Inspection and Rehabiltation of a Deep¸ High-flowing Large-Diameter Sewer	D-3-03: City of Los Angeles Rehabilitation of an 1,800-ft long¸ 3-Barrel¸ 78-in. Diameter Inverted Siphon Using CIPP	D-4-03: Large Diameter Steel Water Main Pipe Bursting Project Significant Achievement for Trenchless Technology	D-5-03: The Legal Impact of Geotechnical Baselines
11:35 am	D-1-04: Cold Weather Installation of Fusible PVC Using Horizontal Directional Drilling	D-2-04: Live Inspection of Large Diameter PCCP Using a Free-swimming Tool	D-3-04: CIPP Rehabilitating Pilot Job in Columbia, South America	D-4-04: Prechlorinated Pipe Bursting Project: Largest Ever in North America	D-5-04: Case History: Pilot Tube Microtunneling Solves Basements Flooding Problem
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Tuesday May 4, 2009 – PM Sessions

	Track 1 HDD Brian Dorwart, Brierley & Associates	Track 2 Condition Assessment Kevin Laven, Pressure Pipe Inspection Co.	Track 3 Project Planning & Delivery Methods Isabel Tardif, CERIU	Track 4 Manhole Rehabilitation & Current Trenchless Research Kevin Nagle, TT Technologies, Inc.	Track 5 Microtunneling Dennis Doherty, Haley & Aldrich
3:30 pm	E-1-01: Directional Drilling to Jupiter Island, Fla.: Emphasis on the "Directional"	E-2-01: Salt Lake City, Utah: A Case Study in the Evaluation of Large-Diameter Sewers	E-3-01: Spray in Place Pipe for Water Main Renewal	E-4-01: The Science Behind the Deliverable: City of Los Angeles 4th Ave. and Slauson Sewer Rehabilitation Project	E-5-01: Valley Belt Gravity Sewer: Microtunneling Lessons Learned
3:55 pm	E-1-02: Twin Forcemains Crossing the Athabasca River in Fort McMurray¸ Alberta, Canada	E-2-02: Development of Robust Condition Rating System for Wastewater Pipes	E-3-02: Reduce Your Carbon Footprint Using Trenchless	E-4-02: Brick Manhole Rehabilitation in the City of Chicago	E-5-02: Design and Construction of the Valley Ridge Feedermain¸ Calgary, Alberta, Canada
4:20 pm	E-1-03: Elk Springs Water Pipeline	E-2-03: City of Santa Clara, Calif. Trimble Road Trunk Sanitary Sewer Condition Assessment	E-3-03: Avoiding Pumping Pitfalls: 10 Tips to Make Bypass Pumping Easier	E-4-03: Geopolymer Grout: Eco-friendly¸ High-Corrosion Resistance¸ Bactericide Coating for Manhole Rehabilition	E-5-03: Challenging Urban Environment Demands Trenchless Methods to Improve CSO Control
4:45 pm	E-1-04: HDD Successfully Completes Ocean Outfall in Extremely Challenging Conditions	E-2-04: Data Management for Effective Condition Assessment of Collection Systems	E-3-04: Project Management and its Application on Trenchless Projects within the City of Edmonton, Canada	E-4-04: An Innovative New Product Review Process for Moving Trenchless Technology into the User Community	E-5-04: Trenchless Construction Hurdles in an Urbarn Environment: The East Boston Branch Sewer Project Construction
5:10 pm	E-1-05: Virginia Natural Gas Hampton Roads Crossing Pipeline HDD Installation	E-2-05: The Use of Ground Penetrating Radar (GPR) for Utility Location on the 4th and Slauson Project	E-3-05: Savings Through Shared Risk and Time and Materials Contracts	E-4-05: State-of-the-Technology on Water Pipe Condition Curves
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Wednesday, May 5 – AM Sessions

	Track 1 HDD Brian Dorwart, Brierley & Associates	Track 2 Condition Assessment Kevin Laven, Pressure Pipe Inspection Co.	Track 3 Project Planning & Delivery Methods Isabel Tardif, CERIU	Track 4 Manhole Rehabilitation & Current Trenchless Research Kevin Nagle, TT Technologies, Inc.	Track 5 Microtunneling Dennis Doherty, Jacobs Civil, Inc.
8:00 am	F-1-01: Effectiveness of Hydrofracture Prediction for HDD Design	F-2-01: Research and Development Needs for Pipeline Inspection Technologies	F-3-01: Rehabilitation with Glass Fiber GRP Liner and UV Light Cure: The Solution for the 21st Century	F-4-01: Evaluation of the Stability of Locally Imperfect Liners Under External Uniform Pressure	F-5-01: Microtunneling Experience on the Barclay/4th/Chase MIS Replacement Project
8:25 am	F-1-02: Discussion of ASTM 1962 or “How are the Pulling Load Formulas Derived?”	F-2-02: The Evolution of Subsurface Utility Engineering (SUE):; From Concept to Industry Standard	F-3-02: Neofit Breathes New Life into Lead Water Service Pipes	F-4-02: Examination of State-of-the-Art Rehabilitation Technologies for the Nation's Water Infrastructure	F-5-02: Construction Challenges for Soft Ground Microtunneling in Urban Environment
8:50 am	F-1-03: Multi-trenchless Discipline Project for On-Grade Sanitary Installation With Unique Design Challenge	F-2-03: Managing Geotechnical Risks on Trenchless Projects	F-3-03: New "Over-The-Hole" Resin/Initiator System for Cured-In-Place-Pipe	F-4-03: A Web-based Social Cost Calculator for Utility Construction Projects	F-5-03: Large Diameter Microtunneling Under Challenging Conditions
9:15 am	F-1-04: Trenchless Water Distribution System Installation	F-2-04: Risk of Water Pipelines Failure	F-3-04: Evaluating the Appropriateness of Project Delivery Systems	F-4-04: Toward a Limit State Design Approach for CIP Liners	F-5-04: Newport Trunk Sewer and Forcemains Case Study
9:40 am	F-1-05: Management of Drill Steel for HDD: Is it Necessary and Why?	F-2-05: Fiber-Optic Sensor Networks: Economic and Efficient Method for Continuous Monitoring of Water and Wastewater			F-5-05: Horizontal Directional Drilling Successfully Restores Structural Integrity of the Wayman Branch Sewer

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