In-Line Gravity Sewer Replacement Pipe Bursting & Reaming Methods. Presenter: Todd Randell
|
|
|
- Rebecca Morton
- 9 years ago
- Views:
Transcription
1 In-Line Gravity Sewer Replacement Pipe Bursting & Reaming Methods Presenter: Todd Randell
2 What we are going to cover Overview of Trenchless Technology What is 1. Reaming or Pipe-Eating 2. Pipe Bursting Overview. HDD Cluster Pulls World record attempt USA
3 Trenchless Technology Overview New Construction Renewal Hor. Earth Boring Jacking Utility Tunnelling Rehabilitation Renovation Horizontal Directional Drilling Guided or Auger Boring Micro- Tunnelling Pipe Ramming Tunnel Boring Impact Mole Cement Mortar Epoxy Polyurethane Spray Lining Localised Repair (NDSR or no dig spot repair) Cured-In-Place Pipe Close Fit Lining Slip-lining Melted-In-Place Pipe Spiral Wound Pipe Fold & Form Insert & Inflate In-line Replacement Manhole Repair Reaming or Pipe Eating Pipe Bursting Pipe Slitting Hydraulic Winching Static Pneumatic
4 Our Focus Today In-line Replacement Methods Pipe Reaming Pipe Bursting Pipe Slitting Static Pnuematic Hydraulic Winching
5 What is Pipe Reaming? Also known as pipe eating. Mater those workman are rehabilitating that ol sewer pipe right under our wheels! Wow. Lightning McQueen, how d they do that? Drill Rod New product pipe Clay or earthenware host pipe Under rotation Reaming head under full rotation A gravity sewer or storm water pipe rehabilitation method - providing a 100 year asset life.
6 What is Pipe Bursting? PB is not how we describe pipe slitting. New product pipe Wire cable Host pipe
7 Pipe Bursting GROUND CONDITIONS DIFFICULTY SCALE Easier Original compacted backfill Soft to medium clay Loose to medium dense sand Loose sand gravel & cobbles Dense sand under groundwater Dense gravel & cobbles Stiff to hard clay Rock Almost impossible!
8 Pipe Bursting RISK CLASSIFICATION SCALE Routine Challenging Extremley Challenging Existing Pipe 100mm 300mm 300mm 500mm > 500mm New Pipe Same size, One up size in diameter Two up-sizes Three or more upsize in diameter Burst Length 150m 150m 400m > 400m Depth < 3.6m 3.6m 5.5m > 5.5m Soils Compressible (soft clay, loose sand) Moderately compressible (medium to stiff clay, medium dense to dense sand) Incompressible (hard clay, very dense sand, rock) Adapted from the International Pipe Bursting Association Guideline Specification for the replacement of mainline sewer pipes by pipe bursting
9 Pipe Bursting Site Investigation Focus on potential showstoppers. Close existing utilities Soils Rock, hard or very dense soils & soft or loose soils Highly confined trench width or heavily compacted backfill Steel fittings/connections Study water main maintenance records Precast supported pipes ALMOST IMPOSSIBLE!
10 Where to obtain more information ProjectMax. on Pipe Bursting International Pipe Bursting Association Contact Iplex Technical Services Team.or go to; html search using pipe bursting.
11 Successful installations in many NZ cities including: Whangarei, Northshore, Auckland, Hamilton, Tauranga, Whakatane, Rotorua, New Plymouth, Wanganui, Levin, Hastings, Napier, Masterton, Carterton, Upper/Lower Hutt, Porirua, Wellington, Nelson, Blenheim, Kaikoura, Christchurch, Timaru, Oamaru, Dunedin & Invercargill. Pipe Bursting
12 Pipe Bursting Review Proper planning is critical to achieve success. Planning accounts for the majority of time spent on a PB project. Example: Minimal planning = a lot of time on site. Specifications are important explain who owns the risk in tender documents!!!! The more risk to the contractor the higher the price!!!! So sharing construction risk makes sense.. Up to 100 year asset life once installed correctly.
13 Pipe Reaming Mater those workman are rehabilitating that ol sewer pipe right under our wheels! Wow! Lightning McQueen how d they do that? Drill Rod New product pipe Clay or earthenware host pipe Under rotation Reaming head under full rotation A gravity sewer or storm water pipe rehabilitation system - providing a 100 year asset life.
14 Pipe Reaming Uses a traditional HDD rig. With a special pipeeating reamer attached.
15 Pipe Reaming Drill Rid The drill-rods are drilled through the ground as normal. Entering the existing sewer.
16 Drill rods are pushed through the host pipe. Pipe Reaming
17 Exits into a pre excavated pit or manhole. Pipe Reaming
18 Pipe Reaming A special pipe-eating reamer is attached. And pulled back under rotation eating or grinding out the old pipe. Pulling a new pipe behind.
19 Pipe Reaming During reaming the hostpipe is dis-integrated. The host-pipe is groundup and carried out within the drilling fluid or drillmud. Drill Rod Reaming or eating head Under rotation
20 One of NZ s longest Pipe Reaming Projects
21 Pipe Reaming A pre exposed lateral connection drill rods visible
22 Pipe Reaming Reamer passing through
23 Pipe Reaming Grinding out the old pipe along the way
24 Pipe Reaming Note: In this case drilling fluid function turned off to allow clear visibility for the photographer
25 Pipe Reaming Reamer approaching the host pipe
26 Pipe Reaming New pipe now pulled through the lateral pit
27 Pipe Reaming A sample of pipe exhumed from this lateral after being pulled through the ground for 300m no deep scoring visible.
28 Pipe Reaming GROUND CONDITIONS Original compacted backfill Soft to medium clay Loose to medium dense sand Loose sand gravel & cobbles Dense sand under groundwater Dense gravel & cobbles Stiff to hard clay Rock DIFFICULTY SCALE Easiest Almost impossible! NATIVE PIPE MATERIALS Clay/Earthenware Un-reinforced concrete *Asbestos cement Pipes laid in concrete Reinforced concrete *WorkSafe NZ procedures must be followed to prevent asbestos poisoning.
29 Pipe Reaming RISK CLASSIFICATION SCALE Routine Challenging Extremley Challenging Existing Pipe 100mm 300mm 300mm 500mm > 500mm New Pipe Same size, One up size in diameter Two up-sizes Three or more upsize in diameter Burst Length 150m 150m 400m > 400m Depth < 3.6m 3.6m 5.5m > 5.5m Soils Compressible (soft clay, loose sand) Moderately compressible (medium to stiff clay, medium dense to dense sand) Incompressible (hard clay, very dense sand, rock)
30 Pipe Reaming Site Investigation Focus on potential showstoppers. Close existing utilities Soils Fraq out. Rock, very dense soils, soft or loose soils Heavily compacted backfill Avoid reaming; Pipe laid in concrete & reinforced concrete pipe.
31 Product Pipe Types for Pipe Bursting or Reaming Installations 1. Pipe-String method
32 Product Pipe Types for Pipe Bursting or Reaming Installations 1. Pipe-String method 2. Cartridge method
33 Pipe Reaming Past Projects Successful installations in many NZ cities including: Auckland, Hamilton, Tauranga, Christchurch, Ashburton, Timaru & Invercargill.
34 Where to obtain more information on Reaming Ditch Witch NZ Ltd. Nowak Pipe Reaming Inc. ology.html search using pipe reaming or pipe-eating
35 HDD rig availability in New Zealand Hundreds if not thousands are operating installing the fibre network around NZ. Eventually they will become available..? Could they be useful to renew sewer assets using reaming methods?
36 Benefits when employing Reaming Methods No loss of hydraulic performance. Less disruption to close-by surrounding assets. Small work site footprint & low social impact. 100 year asset life.
37 Questions?
38 The worlds longest straw Power Cable Conduits Clients: Padre Island Water Line Improvements Project Bridges Specialties; Mears Group, Inc. 5,535 LF (1687m) HDD of 4 DR 14 FPVC conduit (single pull, uncased) Parallel 5,545 (1690m) HDD installation of 18 DR 18 Fusible PVC waterline Intersect drill using a million pound rig & 140,000 LB 38 Company Confidential
39 HDD Cluster Pull, Casings & Conduits Woodbridge, NJ Power Cable Conduits & Casings Clients: Woodbridge Energy Center Carson Corporation 11,000 LF (3353m) of 30 DR25 FPVC conduit casings (6) HDDs: (2) 2,500 LF, (2) 1,600 LF, (2) 1,400 LF (4) bundle of 8 DR21 IPS FPVC conduits sliplined into each casing (45,000 LF total) Wheeled spacer bundles located every 5 LF Casings to be thermally grouted Project completion August/September Company Confidential
40 Slipline Installation of FPVC Conduits - Hackensack, NJ Power Cable Conduits Clients: PSEG New Jersey and J. Fletcher Creamer & Son, Inc. 15 bundle: (10) 6 and (5) 5 FPVC conduits Installed in 1,500 LF (457m), 36 steel casing (22,500 LF (6800m) of conduit) Fuse, de-bead, bundle and pull sequential operation with limited layout space 6 conduits carry 69 kv high voltage power cables; 5 conduits carry 26/13/4 kv power cables (future capacity) 40 Company Confidential
41 HDD Installation of FPVC Conduits - Lexington Park, MD Power Cable Conduits Clients: (SMECO) Southern Maryland Electric Cooperative Mears Group, Inc. (2) 4,400 LF (1341m) HDD crossings with total of (7) 8 DR14 FPVC conduits Direct HDD pull-in (no casing) with conduits pulled in loose (no banding or bundling) Full length of conduits fused and de-beaded prior to pull-in Conduits carry 230 kv XLPE high voltage power cables 41 Company Confidential
42 HDD Installation of FPVC Casings & Conduits - Malden, MA Power Cable Conduits Clients: National Grid, Haley & Aldrich (2) 1,100 LF (335m) HDD crossings with (6) bundle of 8 DR14 FPVC conduits per crossing (13,200 LF of conduit) Direct HDD pull-in (no casing) with conduits pulled in loose (no banding or bundling) Full length of conduits fused and de-beaded prior to pull-in Conduits carry 23 kv voltage power cables 42 Company Confidential
43 Horizontal Directional Drill World Record attempt in planning. Late 2014 Early 2015 Contractor: Mears Group Inc. > Ballasted Pipe Pull New Jersey 1,100,000 Lbs Prime Drilling GmbH Maxi-Rig 43
44 What we have covered Overview of Trenchless Technology What is 1. Reaming or Pipe-Eating 2. Pipe Bursting Overview. HDD Cluster Pulls World record attempt USA
45 Questions?
PLANNING CAREFUL NORTH VANCOUVER PIPE BURST REQUIRES
WATER & SEWER REHAB TECHNOLOGIES NORTH VANCOUVER PIPE BURST REQUIRES CAREFUL PLANNING Close proximity to storage silos, poor ground conditions and clogged storm sewer pipe puts trenchless contractor to
12/8/2014. Brought To You By: This webcast is sponsored by NASSCO with the support of IPBA.
Brought To You By: This webcast is sponsored by NASSCO with the support of IPBA. 1 Pipe Bursting A Mature and Diverse Trenchless Technology December 10, 2014 1:00 3:00 pm Eastern How to Participate Today
Pipe Bursting. Case Study at Zeeland, MI Collections Seminar September 6, 2012. Presentation Agenda. What is Pipe Bursting? What is Pipe Bursting?
Pipe Bursting Case Study at Zeeland, MI Collections Seminar September 6, 2012 By: Brian Hannon, PE and John Racek, PE Presentation Agenda What is Pipe Bursting? History of Pipe Bursting Types of Pipe Bursting
TECHNICAL NOTE Culvert Sliplining and Lining of Casings with HPPipe
TECHNICAL NOTE Culvert Sliplining and Lining of Casings with HPPipe TN 5.14 February 2010 Introduction It may be at times necessary, in an aging infrastructure, to rehabilitate drainage and sanitary lines
Pipe Bursting. Chapter 16
535 Introduction Underground service utilities in many American cities have been in place for over 100 years. While existing systems have functioned well beyond reasonably anticipated service life, underground
Installation of Large Diameter Buried Pipes
Installation of Large Diameter Buried Pipes Sullivan (Sully) Curran P. E., Executive Director I. Introduction and Scope There is an ongoing need to provide designers, specifiers, engineers, consultants
REVIEW OF TRENCHLESS TECHNIQUES FOR THE REHABILITATION OF SEWERS. Gerhard (Gerry) P. Muenchmeyer, P.E. Muenchmeyer Associates, LLC
REVIEW OF TRENCHLESS TECHNIQUES FOR THE REHABILITATION OF SEWERS Gerhard (Gerry) P. Muenchmeyer, P.E. Muenchmeyer Associates, LLC What is really out there? DO YOU DIG IT? INDUSTRY CONCERNS UNEXPECTED DEVELOPMENTS
Trenchless Technology for Drainage Structures
Trenchless Technology for Drainage Structures Richard S. Williammee, Jr., MSCE, P.E. District Materials Engineer Fort Worth District TxDOT 2011 Transportation Short Course October 11, 2011 There are textbooks
A Revolution for Telecom, Electric, Gas, & Water"
"Pipe Bursting A Revolution for Telecom, Electric, Gas, & Water" Presented by the Leadership of the IPBA International Pipe Bursting Association A Division of NASSCO National Association of Sewer Service
Pipe bursting provides viable alternative for rehab work By Greg Key, U.S. Pipe
Pipe bursting provides viable alternative for rehab work By Greg Key, U.S. Pipe As the Environmental Protection Agency tightens groundwater quality regulations, old leaking sewers lines made of pipe clay,
Sewer Rehabilitation Design Requirements
Sanitary Sewer Overflow (SSO) Control and Wastewater Facilities Program Sewer Rehabilitation Design Requirements City of Baton Rouge/Parish of East Baton Rouge Department of Public Works Submitted by Prepared
Greensboro s Pilot Program for Water Pipe Bursting Leads to Expanded City Wide Program
North American Society for Trenchless Technology (NASTT) NASTT s 2013 No-Dig Show Sacramento, California March 3-7, 2013 TA-T3-05 Greensboro s Pilot Program for Water Pipe Bursting Leads to Expanded City
Pneumatic Pipe Bursting
A Guide to Pneumatic Pipe Bursting with the GRUNDOCRACK SYSTEM Table of Contents 1) Foreword...4 2) Company Background...5 3) Pipe Bursting History...6 4) GRUNDOCRACK Concept...7 5) Project Considerations...
Water Technology Fact Sheet Pipe Bursting
Water Technology Fact Sheet INTRODUCTION Under the traditional dig-and-replace method of sewer rehabilitation, a replacement or additional parallel sewer line is constructed by digging along the entire
PVC Pipe for Trenchless Installation
PVC Pipe for Trenchless Installation Design & Installation Guide 1 CONTENTS PAGE NUMBER Introduction 3 Applications 3 Features and Benefits 3 Product Data 4 Material Properties 4 Pipe Stiffness 4 Standards
Rehabilitation Alternatives. MWEA Collection System Seminar October 1, 2009
Rehabilitation Alternatives MWEA Collection System Seminar October 1, 2009 Overview Types of Rehabilitation Trenchless Categories On-Line Replacement In-Situ Options Selecting the Best Solution Types of
WEFTEC.06. Kent Von Aspern,* Collins Orton** *Carollo Engineers 2700 Ygnacio Valley Rd Suite 300 Walnut Creek, CA 94598
Lessons Learned from Large Diameter Sanitary Sewer Pipe Bursting Project: Conversion of Abandoned Gravity Sewer Main Into Upsized Sanitary Force Main South San Francisco, CA Kent Von Aspern,* Collins Orton**
Trenchless Methods for Service and Mainline Pipe Rehab and New Install
Trenchless Methods for Service and Mainline Pipe Rehab and New Install Eddie Ward TT Technologies, Inc. Tennessee Gas Association Distribution & Operations Conference April 9 th 11 th Murfreesboro, TN
1-800-327-8276 www.jfcson.com
Trenchless Cost Effective Internal Pipe Rehabilitation 101 East Broadway, Hackensack, N.J. 07601 Folsom, NJ Linden, NJ Beltsville, MD Sylmar, CA 1-800-327-8276 www.jfcson.com In-Weg Internal Joint Sealing
APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND WATER AND SEWER PIPELINES IN THE VICINITY OF TRANSPORTATION FACILITIES UNDER THE
APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND WATER AND SEWER PIPELINES IN THE VICINITY OF TRANSPORTATION FACILITIES UNDER THE JURISDICTION OF ALBERTA TRANSPORTATION 1.0 Application Procedures 2.0
1.3.2 Method of construction and restoration of existing water service connections. This shall include:
1.0 GENERAL 1.1 DESCRIPTION: This specification shall cover the rehabilitation of existing water lines using the GRUNDOCRACK PIPE BURSTING SYSTEM. Pipe bursting is a system by which the pneumatic bursting
REHABILITATION OF THE LONG WHARF SEWER FORCE MAIN USING SLIPLINING METHODOLOGY IN NEWPORT, RHODE ISLAND
North American Society for Trenchless Technology (NASTT) No-Dig Show 2011 Washington, D.C. March 27-31, 2011 Paper A-5-04 REHABILITATION OF THE LONG WHARF SEWER FORCE MAIN USING SLIPLINING METHODOLOGY
TECHNICAL NOTE Lining of Casings with SaniTite HP Pipe
TECHNICAL NOTE Lining of Casings with SaniTite HP Pipe TN 5.18 October 2015 In sanitary sewer, it is often necessary to use trenchless technology methods to install a casing pipe under high volume roads,
State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS
State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS While its use is not required, this checklist has been prepared to provide the field inspector a summary
SPR PE Steel Reinforced Liner
ENGINEERED SOLUTIONS SPR PE Steel Reinforced Liner Reline Done Right Contech is your single source for rehabilitation of sanitary & storm sewers, culverts and bridges. Contech Engineered Solutions has
IS THAT LINER THICK ENOUGH?
IS THAT LINER THICK ENOUGH? Philip McFarlane, Opus International Consultants Ltd ABSTRACT The amount of pipeline rehabilitation being undertaken in New Zealand is increasing each year. Larger diameter
Relining of Water Mains with. Flexible High Pressure Pipelines. Raedlinger Primus Line, Inc. Ivan Zubiaga Executive Vice President 2014
Relining of Water Mains with Flexible High Pressure Pipelines Raedlinger Primus Line, Inc. Ivan Zubiaga Executive Vice President 2014 Aging water main infrastructure The American Society of Civil Engineers
Sewer systems: Failures and rehabilitation
Water Utility Journal 8: 17-24, 2014. 2014 E.W. Publications Sewer systems: Failures and rehabilitation C. N. Damvergis Hellenic Association of Hydraulic Works and Water Resources Management Consulting
Repair or Replacement - Band-Aids vs. Surgery
Repair or Replacement - Band-Aids vs. Surgery Using RCP for the Replacement of Failed or Undersized Culverts www.concrete-pipe.org Introduction and Background Our Nation s infrastructure owners are facing
LIFELINE PIPELINE RESTORATION AND SEISMIC MITIGATION
LIFELINE PIPELINE RESTORATION AND SEISMIC MITIGATION Le Val LUND 1 And P E M ASCE 2 SUMMARY A number of methods are discussed which can be used for lifeline pipeline rehabilitation and improving the seismic
Unit Price Averages Reports
Unit Price Averages Reports 12/7/2015 UNIT PRICE AVERAGES REPORT Disclaimer The information provided in the following Unit Price Averages Report is only for the use of Alberta Infrastructure & Transportation
Section 02702 SEWER PIPE INSTALLATION AND TESTING
PART 1 - GENERAL Section 02702 SEWER PIPE INSTALLATION AND TESTING 1-1. SCOPE. This section covers the installation and testing of all sewer pipe furnished under the following specification sections: Concrete
Rehabilitation or Replacement? That Is The Question
Rehabilitation or Replacement? That Is The Question Chris L. Windley PE Greg Anderson, PE 94th Annual Conference November 18, 2014 Overview Project Background Existing Sewer Condition Flow Projections
CHAPTER 16 TRENCHLESS TECHNOLOGY
CHAPTER 16 TRENCHLESS TECHNOLOGY 2005 Trenchless Technology 16-1 Chapter 16 Table of Contents 16.1 Introduction 16-3 16.2 Getting Started 16-3 16.3 Site Investigation 16-3 16.3.1 Roadway 16-4 16.3.2 Stream
INNOVATIVE CONSTRUCTION SOLUTIONS RURAL WWW.BLACKLEY.CO.NZ
INNOVATIVE CONSTRUCTION SOLUTIONS RURAL WWW.BLACKLEY.CO.NZ AUCKLAND Rangitoto Island Coromandel Waiheke Island WHITIANGA PUKEKOHE Waiuku THAMES Whangamata Huntly Te Aroha Bay of Plenty White Island TAURANGA
Section 2 Specification 2.18 Concrete and/or Corrugated Steel Storm Sewer TABLE OF CONTENTS
TABLE OF CONTENTS 2.18 CONCRETE AND/OR CORRUGATED STEEL STORM SEWER... 1 2.18.1 GENERAL... 1 2.18.2 MATERIALS... 1 2.18.2.1 Storm Sewer Pipe... 1 2.18.2.2 Cement Mortar... 1 2.18.2.3 Granular Materials...
DETERMINATION OF SAFE PULLING LOADS ON FUSIBLE PVC PIPE DURING HORIZONTAL DIRECTIONAL DRILLING INSTALLATIONS
North American Society for Trenchless Technology 2008 No-Dig Conference & Exhibition Dallas, Texas April 27 May 2, 2008 DETERMINATION OF SAFE PULLING LOADS ON FUSIBLE PVC PIPE DURING HORIZONTAL DIRECTIONAL
How To Prepare A Geotechnical Study For A Trunk Sewer Project In Lincoln, Nebraska
APPENDIX B Geotechnical Engineering Report GEOTECHNICAL ENGINEERING REPORT Preliminary Geotechnical Study Upper Southeast Salt Creek Sanitary Trunk Sewer Lincoln Wastewater System Lincoln, Nebraska PREPARED
Storm Sewer Trenchless Upgrade Alternatives and Recommendations
Storm Sewer Trenchless Upgrade Alternatives and Recommendations Background Approximately 1,930 feet of the 40-inch and 42-inch CMP storm sewer pipe from manhole M22 to manhole M12 will be evaluated for
Pipeline Replacement using Relining
Pipeline Replacement using Relining Mark Heathcote, March 2006 Relining of old pipeline systems is becoming an increasingly attractive option to asset owners and operators as an effective alternative to
Flowtite Jacking Pipe
U.S. COMPOSITE PIPE SOUTH, LLC. MEMBER OF KTI PIPE GROUP OF COMPANIES Flowtite Jacking Pipe 18585 Samuels Rd. Zachary, La. 70791 PH. 225-658-6166 Fax 225-658-0947 www.flowtitepipe.com Flowtite GRP Pipe
TRENCHLESS TECHNOLOGY RESOURCE CENTRE TRENCHLESS TECHNOLOGY GUIDELINES
TRENCHLESS TECHNOLOGY RESOURCE CENTRE TRENCHLESS TECHNOLOGY GUIDELINES SECOND EDITION PIPEJACKING AND MICROTUNNELING NEW VERSION AUGUST 2005 1 OVERVIEW Pipe jacking and microtunnelling, including pilot
AXIS system used to install gravity flow sewer Laser-guided boring technology capable of pinpoint, on-grade accuracy
AXIS system used to install gravity flow sewer Laser-guided boring technology capable of pinpoint, on-grade accuracy The City of Kitchener, Ontario, Canada, was in a dilemma. After repeated breakdowns
FY11 Sanitary Sewer Main Rehab and Point Repair Bid Tabulation
644-10-569 Page 1 of 9 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING
SPECIFICATIONS FOR SEWER PIPE AND LINING INSERTION - TRENCHLESS; GENERAL GUIDELINES (As Provided by NASSCO)
SPECIFICATIONS FOR SEWER PIPE AND LINING INSERTION - TRENCHLESS; GENERAL GUIDELINES (As Provided by NASSCO) 1 Intent: The intent of trenchless sewer pipe Insertion is to rehabilitate the existing sewer
Earthquake damage in wastewater systems and postearthquake repair methods; limitation and practice
Earthquake damage in wastewater systems and postearthquake repair methods; limitation and practice M. R. Zare 1, S. Wilkinson 2, R. Potangaroa 3 1. PhD candidate, University of Auckland, Auckland, New
Guide to working on Public Sewers
Guide to working on Public Sewers affected by Building Works Introduction Severn Trent Water Ltd requires the work to be done in order to protect the public sewer and minimise the risk of us having to
TS 813 GROUNDING AND BONDING TTD 813.001 TRAFFIC SIGNAL INSTALLATION AND CONTROLLER CABINET GROUNDING SYSTEM TTD 813.005 CONTROLLER CABINET GROUNDING
TORONTO TRANSPORTATION January 2012 TS 813 GROUNDING AND BONDING TABLE OF CONTENTS 1. DRAWINGS TTD 813.001 TRAFFIC SIGNAL INSTALLATION AND CONTROLLER CABINET GROUNDING SYSTEM TTD 813.005 CONTROLLER CABINET
Specification for Pipe Bursting Gravity Sewer Mains with HDPE Pipe
Specification for Pipe Bursting Gravity Sewer Mains with HDPE Pipe 1. GENERAL The following supplemental sewer main specifications are intended to address the installation of high-density polyethylene
TABLE OF CONTENTS. Manhole, Frame, and Cover Installation (includes Drop Manhole) Additional Manhole Depth
TABLE OF CONTENTS NO. MP-1 MP-2 MP-3 MP-4 MP-4.01 MP-4.02 MP-4.03 MP-5 MP-5.01 MP-5.02 MP-5.03 MP-5.04 MP-5.05 MP-5.06 MP-5.07 MP-5.08 MP-5.11 MP-5.12 MP-5.13 MP-5.14 MP-5.15 MP-5.16 MP-5.18 MP-5.19 MP-5.20
HYLINER AKS HDPE LINING
HYLINER AKS HDPE LINING FOR CONCRETE PIPE Manufactured from HDPE Available in white and black Sheets up to 3 m width D1.12 HyLiner AKS HDPE Lining for Concrete Pipe October 2013 0800 WE PIPE (93 7473)
INTERNATIONAL PIPE BURSTING ASSOCIATION. Guideline for Pipe Bursting
INTERNATIONAL PIPE BURSTING ASSOCIATION Prepared for: The International Pipe Bursting Association (IPBA) www.nassco.org/about_nassco/an_div_ipba.html Division of NASSCO 11521 Cronridge Drive, Suite J Owings
3.5 GHz Proposal to allow greater use of TDD equipment
3.5 GHz Proposal to allow greater use of equipment February 2015 Contents Background... 3 Provide feedback on the proposal... 4 Proposal allow licensees to use equipment... 5 Expiry of management rights
BUTE Department of Construction Management and Technology
BUTE Department of Construction Management and Technology 02.10.2012 Definition 1: Foundation: The structure, that transmits the load of the building to the soil Definition 2: Load bearing soil (strata):
Sewer Line Rehabilitation
1.0 GENERAL 1.1 DESCRIPTION: This specification shall cover the rehabilitation of existing sanitary sewers using the GRUNDOCRACK PIPE BURSTING SYSTEM. Pipe bursting is a system by which the pneumatic bursting
FY08 SEWER POINT REPAIRS BID TABULATION
6-07-831 Page 1 of 12 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING "
San Antonio Water System Standard Specifications for Construction ITEM NO. 1100 SLIP-LINING SANITARY SEWERS
ITEM NO. 1100 SLIP-LINING SANITARY SEWERS 1100.1 DESCRIPTION: This item shall consist of slip-lining sanitary sewer pipe, which is accomplished by pulling or pushing liner pipe into existing sewers by
Sewer Pipe Lining An Economic Solution for Pipe Rehabilitation By Tawana Albany Nicholas, Virgin Islands Waste Management Authority
Sewer Pipe Lining An Economic Solution for Pipe Rehabilitation By Tawana Albany Nicholas, Virgin Islands Waste Management Authority Abstract The United States Virgin Islands Waste Management Authority
Guideline Specification for the Replacement of Mainline Sewer Pipes By Pipe Bursting
Guideline Specification for the Replacement of Mainline Sewer Pipes By Pipe Bursting Setting the Industry Standard for the Rehabilitation of Underground Utilities The International Pipe Bursting Association
Throughput and Outstanding Workload for High Court Criminal Jury Trials - August 2005 to July 2006
Page 1 Throughput and Outstanding Workload for Criminal Jury Trials - August 20 to July 20 Opening New Retrials Transfers Warrants Number of Cases Disposed Warrants Transfers Merged/ Hung Mis- Closing
SEPTIC SYSTEM CONSTRUCTION REQUIREMENTS ST. MARY S COUNTY HEALTH DEPARTMENT
SEPTIC SYSTEM CONSTRUCTION REQUIREMENTS ST. MARY S COUNTY HEALTH DEPARTMENT The following are minimum requirements for installation of conventional trench sewage disposal systems in St. Mary s County,
Questions and answers on the introduction of a more difficult Restricted Driver Licence test
Questions and answers on the introduction of a more difficult Restricted Driver Licence test Rationale... 1 Features of the new Restricted Driver Licence test... 1 Test sites... 4 Practicing for the Restricted
DIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL
DIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL 1.01 DESCRIPTION A. Furnish and install all storm drains, including manholes, inlets, service lines and other appurtenant
Rehabilitation Scenarios for Sustainable Water Mains. University, Montreal, Quebec, Canada, PH (514) 848-2424 ext. 8779; FAX (514) 848-7965; email:
Rehabilitation Scenarios for Sustainable Water Mains Khaled Shahata 1 ; Tarek Zayed 2 ; and Saad Al-Jibouri 3 1 Graduate Student, Department of Building, Civil, and Environmental Engineering, Concordia
CONSTRUCTION COST OF UNDERGROUND INFRASTRUCTURE RENEWAL: A COMPARISON OF TRADITIONAL OPEN-CUT AND PIPE BURSTING TECHNOLOGY SEYED BEHNAM HASHEMI
CONSTRUCTION COST OF UNDERGROUND INFRASTRUCTURE RENEWAL: A COMPARISON OF TRADITIONAL OPEN-CUT AND PIPE BURSTING TECHNOLOGY by SEYED BEHNAM HASHEMI Presented to the Faculty of the Graduate School of The
REPAIRS TO DAMAGED SEWERS
REPAIRS TO DAMAGED SEWERS A digout is the replacement of sewer or storm water pipes that are either broken or blocked due to tree roots, ground movement or ageing of pipes. When the use of high-pressure
Trenchless Construction Technology and Issues
Trenchless Construction Technology and Issues Dr. Mohammad Najafi, P.E., F. ASCE Director, Center for Underground Infrastructure Research & Education (CUIRE) Professor and Director of Construction Engineering
Section 2100-Trenching and Tunneling
SECTION 5200 - STORM SEWER PART 1 - GENERAL 1.01 SCOPE: This Section covers installation of storm sewer mains and culverts. Topics include permits and fees, trench widths, pipe laying, bedding, initial
The work of this Section includes furnishing and installing Reinforced Concrete Pressure Pipe as shown on the Drawings and as specified.
Section 33 0200- Page 1 of 4 PART 1 - GENERAL 1.1 DESCRIPTION OF WORK The work of this Section includes furnishing and installing Reinforced Concrete Pressure Pipe as shown on the Drawings and as specified.
VOLUME V GUIDELINES FOR DESIGN CONSULTANT TABLE OF CONTENTS APPENDIX B: MASTER CONSTRUCTION SPECIFICATIONS AND PREPARATION GUIDE, DIVISIONS 0-10
VOLUME V GUIDELINES FOR DESIGN CONSULTANT TABLE OF CONTENTS APPENDIX B: MASTER CONSTRUCTION SPECIFICATIONS AND PREPARATION GUIDE, DIVISIONS 0-10 SECTION B1: PREPARATION GUIDE B1.1 INTRODUCTION... B1-1
Morgan County Quality Water District Water Main Flood Damage Repair Project
North American Society for Trenchless Technology (NASTT) NASTT s 2015 No-Dig Show TM1-T5-02 Morgan County Quality Water District Water Main Flood Damage Repair Project Nathan Ferguson, Farnsworth Group,
Waste Collection Systems
Waste Collection Systems System Maintenance and Repair Maintenance and Repair Training Objectives To gain an understanding of: System Maintenance and Repair vocabulary System Maintenance and Repair techniques
Utilizing Trenchless Technology to Achieve Watermain Asset Management Objectives
North American Society for Trenchless Technology (NASTT) NASTT s 2015 No-Dig Show Denver, Colorado March 15-19, 2015 MM-T6-05 Utilizing Trenchless Technology to Achieve Watermain Asset Management Objectives
SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.
02150-1 of 6 SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING 02150.01 GENERAL A. Description Removal or abandonment of existing utilities and underground structures shall include, but not necessarily
REQUIREMENTS AND SPECIFICATIONS FOR HIGH VOLTAGE CUSTOMER BUILT FACILITIES PEPCO ENGINEERING
REQUIREMENTS AND SPECIFICATIONS FOR HIGH VOLTAGE CUSTOMER BUILT FACILITIES PEPCO ENGINEERING Revised October, 2013 TABLE OF CONTENTS 1.0 INTRODUCTION... 3 2.0 REQUIRED DRAWINGS... 3 2.1 Site Plan... 3
Geotechnical Building Works (GBW) Submission Requirements
Building Control (Amendment) Act 2012 and Regulations 2012: Geotechnical Building Works (GBW) Submission Requirements Building Engineering Group Building and Construction Authority May 2015 Content : 1.
Guidelines for Pipe Bursting
Guidelines for Pipe Bursting TTC Technical Report #2001.02 Jadranka Simicevic Raymond L. Sterling Prepared for: U.S. Army Corps of Engineers Engineering Research and Development Center (ERDC) 3909 Halls
Appendix A: Acceptable pipe and fitting materials
Watercare Services Limited Water and Code of Practice Content from the NZS 4404:2010 Land development and subdivision infrastructure has been reproduced for use in the Infrastructure Design s Manual for
Section 02415. Installation of pipe and casing for sanitary sewer by methods of augering.
ITY OF PRLN UGRING PIP OR SING FOR SWRS Section 02415 UGRING PIP OR SING FOR SWRS 1.0 G N R L 1.01 STION INLUS Installation of pipe and casing for sanitary sewer by methods of augering. References to Technical
PVC Pipe for Trenchless Installation
PVC Pipe for Trenchless Installation INSTALLATION GUIDELINES Ver. 2 CONTENTS PAGE NUMBER Installation Methods 1 General Installation Information 2 Horizontal Directional Drilling / Micro Tunneling / Pipe
The Manitoba Water Services Board SECTION 022180 Standard Construction Specifications PIPE EXCAVATION, BEDDING AND BACKFILL Page 1 of 11
Page 1 of 11 Part 1 General 1.1 DESCRIPTION OF WORK.1 The work described herein shall consist of the excavation of trenches (or excavation of tunnels); the supply and placing of bedding and backfill materials;
Craigs Investment Partners & FMG
Craigs Investment Partners & FMG Introducing the key features of our strategic alliance Together we re building an even stronger future In partnership In 2009, Craigs Investment Partners formed a strategic
INTERNATIONAL PIPE BURSTING ASSOCIATION. Guideline for Sewer Lateral Pipe Bursting
INTERNATIONAL PIPE BURSTING ASSOCIATION Guideline for Sewer Lateral Pipe Bursting Prepared for: The International Pipe Bursting Association (IPBA) www.nassco.org/about_nassco/an_div_ipba.html Division
REHABILITATION OR REPLACEMENT? THAT IS THE QUESTION
REHABILITATION OR REPLACEMENT? THAT IS THE QUESTION ABSTRACT Chris L. Windley PE, McKim & Creed, Inc. Ben R. Latino, Jr., PE, McKim & Creed, Inc. Greg Anderson, PE, McKim & Creed, Inc. When designing to
Use of a Reinforced Jet Grout Excavation Support System for a Major Sewer Line Repair
Use of a Reinforced Jet Grout Excavation Support System for a Major Sewer Line Repair Eric M. Klein, P. E., Rummel, Klepper & Kahl, LLP, Baltimore, Maryland Kenneth B. Andromalos, P. E., Brayman Environmental,
Platte River Interceptor Slipline Rehabilitation
Platte River Interceptor Slipline Rehabilitation Owner: Metro Wastewater Reclamation District Contractor: American West, Denver CO Slipline Pipe Manufacturer : Hobas Pipe USA Presented by: Tom Furie, Area
Greater Dublin Strategic Drainage Study Regional Drainage Policies - Volume 2 New Development
7 SPECIFICATIONS There is currently no Irish specification for construction of drainage works, or water supply works. There are several publications that give guidance on drainage works, such as the Building
SECTION LS 2530 SANITARY SEWERS. A. General: Submit the following in accordance with The General Conditions.
SECTION LS 2530 SANITARY SEWERS PART 1 GENERAL 1.1 SUBMITTALS A. General: Submit the following in accordance with The General Conditions. 1. Product data for drainage piping specialties. 2. Shop drawings
hs2 Ground A non-technical guide
hs2 Ground Investigations A non-technical guide Contents HS2 ground investigations 1 Essential Q&A 2 2 In-ground investigation techniques 9 2.1 Cable percussion borehole 10 2.2 Rotary core borehole 12
23 March 2016 Interest.co.nz Home loan affordability in Manawatu/Wanganui
23 March 2016 Interest.co.nz Home loan affordability in Manawatu/Wanganui The interest.co.nz home loan affordability index for February 2016: Based on our standard household profile, it now takes 19.9%
The Manitoba Water Services Board SECTION 027030 Standard Construction Specifications September 2013 Page 1 of 21
September 2013 Page 1 of 21 Part 1 General 1.1 DESCRIPTION OF WORK.1 The work described herein shall consist of the construction of sewers including: the supply and installation of pipe, saddles, tees,
