KIEWIT FOUNDATIONS GROUP

Size: px
Start display at page:

Download "KIEWIT FOUNDATIONS GROUP"

Transcription

1 KIEWIT FOUNDATIONS GROUP

2 SAFETY FIRST At Kiewit, nothing is more important than safety. Our craft-led safety programs and commitment at all levels of our operations ensure our focus is on what matters most: that nobody gets hurt. This commitment to excellence extends to our quality, environmental and compliance performance which is how we drive successful projects for our clients. NOBODY GETS HURT Our operations begin and end with safety. Kiewit implemented job hazard analysis (JHA) and mandatory personal protective equipment (PPE) years before it was required by law. Led by craft on the front lines, Kiewit s safety focus and engagement are SECOND TO NONE. 2 3

3 KIEWIT CULTURE With a strong local presence and access to a vast network of industry experts, Kiewit can quickly mobilize and help design OUR VALUES CORE VALUES the best solution and value for any project. From the smallest jobs to the multi-billion dollar projects we build, our resources and experience ensure clients receive the highest-quality, PEOPLE We care for the well-being of our people and help them grow in their ability to be successful. hands-on service they ve come to expect. INTEGRITY We conduct our business and personal affairs with the highest levels of integrity MARKET CAPABILITIES and take responsibility for our actions. Kiewit has the proven experience at every stage of the project development life cycle. The earlier we get involved in project development and design, the more value Kiewit can provide clients. DELIVERY METHODS Construction Design-Build/EPC CM-at-Risk CM-for-Fee Design-Build, Operate, Maintain EXCELLENCE We commit to excellence in all we do with a focus on quality and continuous improvement. PROCUREMENT MODELS Traditional A+B Best Value Negotiated SERVICES Preconstruction General Contracting Building Information Modeling Construction Management Engineering Self-Performed Scopes of Work LEED STEWARDSHIP We preserve Kiewit s unique culture to build a stronger organization for future generations of employees. 4 5

4 OUR MARKETS OUR SERVICES Keeping safety at the forefront, the Kiewit Foundations Group selfperforms complex geotechnical projects across North America. We deliver creative, cost-efficient solutions that are responsive to each project s specific site conditions. We utilize value engineering T R A N S P O RTAT I O N and constructability reviews, and our depth of expertise to offer constructible solutions that optimize budget and schedule. We POWER perform these operations with our fleet of specialty equipment and the management resources of one of the top builders in the country. WAT E R / WA S T E WAT E R CUT-OFF WALLS STRUCTURAL SLURRY WALLS DRILLED SHAFTS GROUND IMPROVEMENTS WHAT SETS US APART? OIL, GAS & CHEMICAL Safety Record Innovative Solutions Depth of Expertise MINING ISO 9001:2008 Quality Program Specialty Equipment BUILDING 6 Self-Performance Self-performing work results in RELIABLE BUDGET AND SCHEDULE FORECASTS 7

5 CUT-OFF WALL Cannelton Hydroelectric Cofferdam Cut-off Wall, Owensboro, KY Self-hardening cement bentonite cut-off wall as part of a dewatered and excavated cofferdam Dam Repair Temporary and Permanent Water-Tight Enclosure Metro PAR 1085 Project, Denver, CO Sheet pile and cement bentonite cut-off wall to eliminate deep excavation seepage Gulf Intracoastal Water Way West Closure Project, West Bank, Mississippi River, LA Slurry-trench for 85,000 sf soil bentonite slurry cut-off wall along the WBV levee Lower Mattagami River Project, Kapuskasing, ON 5,050 sf cut-off wall to support construction to repair and replace four hydroelectric generating stations Dry Dock Bund Wall for Gravity Based Structure, Newfoundland, CA 950 LF cut-off wall in the core of the dry dock bund wall for water-tight graving dock. 8 9

6 STRUCTURAL SLURRY WALL Harbor Siphon Slurry Wall, Brooklyn & Staten Island, NY Excavation, reinforcement, and concrete for a slurry wall as part of two launch shafts for a tunnel Tunnel Shafts Building Foundations Open Cut Excavation Support World Trade Center East Bathtub Slurry Wall, New York, NY 53 slurry wall panels of depths of feet to form the basement of the PATH station and new World Trade Center Site Deep Rock Tunnel Connector, Indianapolis, IN Cement bentonite soldier pile application for three open-cut excavations totaling 69,400 sf. Clinton CSO, Syracuse, NY Triple box culvert constructed using slurry wall construction and a jet grout plug with cement bentonite wall for a base groundwater cutoff Metropolitan Transportation Authority, Long Island Rail Road East Side Access Bellmouth, New York, NY 45,000 cubic yard, open-cut excavation supported by a 28,300 sf slurry wall, 51 high-capacity tiebacks, sheet piles, concrete walers and steel bracing

7 DRILLED SHAFTS Farrington Guideway, Honolulu, HI 500 ea 2.2m 2.5m diameter shafts for an elevated railway Metro-North Rail Road Embankment Stabilization, Cortland Manor, NY Installation of diamenter drilled shafts to stabilize the railroad embankment along the Hudson River Transmission Lines Bridge Rail Large Diameter Caissons Soundwalls Buildings Tappan Zee Bridge, Tarrytown, NY 24 ea 48 diameter shafts w/ 42 Rock Sockets for the Westchester Abutment and initial pier PSE&G Susquehanna-Roseland Transmission Line, NJ and PA 145 mile transmission line requiring installation of large diameter reinforced concrete drilled shaft foundations Technical experts manage and maintain our Cove Point LNG Export Facility, Lusby, MD 395 ea 60 diameter shafts for 70 tall soundwall, a large piperack and five tower cranes; 283 ea diameter shafts for pipe racks in a congested and live LNG plant SPECIALTY EQUIPMENT 12 13

8 GROUND IMPROVEMENTS Cannelton Hydroelectric Cofferdam Vibroflotation, Owensboro, KY Vibroflotation to densify hydraulically placed sand to ensure stability during excavation of the cut-off trench Grouting Soil Mixing Vibroflotation Cooper Nuclear Station, Brownville, NE Chemical grouting around pipe penetrations through a cofferdam Center Hill Dam, DeKalb County, TN 1,643,000 gallons of cement permeation grouting for groundwater cut-off and pre-treatment for a barrier wall Dry Dock Bund Wall for Gravity Based Structure, Newfoundland, CA Vibroflotation of hydraulically placed material to allow for cut-off wall construction COST- EFFECTIVE SOLUTIONS in challenging soil conditions. Virboflotation operation at Cannelton Hydroelectric Cofferdam 14 15

9 Kiewit Infrastructure Co. 302 S. 36th Street, Suite 400 Omaha, NE (402) /2015

KIEWIT FOUNDATIONS GROUP

KIEWIT FOUNDATIONS GROUP KIEWIT FOUNDATIONS GROUP KIEWIT AT-A-GLANCE With a strong local presence and access to a vast network Keeping safety at the forefront, the Kiewit Foundations Group self- OUR MARKETS of industry experts,

More information

KIEWIT FOUNDATIONS GROUP

KIEWIT FOUNDATIONS GROUP KIEWIT FOUNDATIONS GROUP KIEWIT ADVANTAGE LOCAL CONTRACTOR, EXPANSIVE REACH With a strong local presence, access to a vast network of resources throughout North America and a focus on self-performing work,

More information

KIEWIT FOUNDATIONS CO.

KIEWIT FOUNDATIONS CO. KIEWIT FOUNDATIONS CO. KIEWIT ADVANTAGE LOCAL CONTRACTOR, EXPANSIVE REACH With a strong local presence, access to a vast network of resources throughout North America and a focus on self-performing work,

More information

The Chief Estimator Software. Item Cost Summary Bridge & Overpass Projects

The Chief Estimator Software. Item Cost Summary Bridge & Overpass Projects The Chief Estimator Software Item Cost Summary Bridge & Overpass Projects Elevated Transit Guideways Precast Girder Elevated Guideway 10 Abutment Excavation & Backfill 1,500.00 m3 222 10,368 8,634 1,309

More information

7. Draw an equipment set up for the production of a beam by post tensioning. 10. What are the common concrete structures which are produced by

7. Draw an equipment set up for the production of a beam by post tensioning. 10. What are the common concrete structures which are produced by Construction Technology B (CON4313) Self Assessment Questions: Chapter 1 Prestressed Concrete 1. How does the prestressing of steel tendons in prestressed concrete offer a higher loading capacity than

More information

Stevens & Associates, Inc. Tunnel Construction Projects. Fact Sheets

Stevens & Associates, Inc. Tunnel Construction Projects. Fact Sheets Stevens & Associates, Inc. Tunnel Construction Projects Fact Sheets Stevens & Associates, Inc. 4 Knights Court Newbury, MA 01951 978-764-9886 glen@stevensai.com Massachusetts Water Resources Authority

More information

Geotechnical Engineering

Geotechnical Engineering Geotechnical Engineering Part of a diversified family of solutions www.jmt.com An Employee Owned Company Geotechnical Engineering JMT s very experienced staff in design and construction testing services

More information

PAUL ZICK, PE NORTH SHORE CONSTRUCTORS JV

PAUL ZICK, PE NORTH SHORE CONSTRUCTORS JV NORTH SHORE CONNECTOR TUNNELS AND STATION SHELL LIGHT RAIL PROJECT PAUL ZICK, PE NORTH SHORE CONSTRUCTORS JV North Shore Connector Alignment 7300 lf Extension to existing 25 mile system 18 Contracts $435

More information

204 - EXCAVATION AND BACKFILL FOR STRUCTURES SECTION 204 EXCAVATION AND BACKFILL FOR STRUCTURES. Granular Backfill (Wingwalls) (Set Price)

204 - EXCAVATION AND BACKFILL FOR STRUCTURES SECTION 204 EXCAVATION AND BACKFILL FOR STRUCTURES. Granular Backfill (Wingwalls) (Set Price) SECTION 204 EXCAVATION AND BACKFILL FOR STRUCTURES 204.1 DESCRIPTION Excavate for the structures as shown in the Contract Documents. Unless specified otherwise, backfill the completed structures to the

More information

EARTH RETENTION AND DEEP FOUNDATIONS WHYTERRA.COM

EARTH RETENTION AND DEEP FOUNDATIONS WHYTERRA.COM EARTH RETENTION AND DEEP FOUNDATIONS Terra has designed and installed some of the largest earth retention systems in the state. We ll work with your existing set of plans or design and stamp a retention

More information

ESTABLISHING A SOLID FOUNDATION FOR NEW BRIDGE CONSTRUCTION REPLACEMENT OF BRIDGE OVER THE SOUTH CANADIAN RIVER NEAR PURCELL, OKLAHOMA

ESTABLISHING A SOLID FOUNDATION FOR NEW BRIDGE CONSTRUCTION REPLACEMENT OF BRIDGE OVER THE SOUTH CANADIAN RIVER NEAR PURCELL, OKLAHOMA ESTABLISHING A SOLID FOUNDATION FOR NEW BRIDGE CONSTRUCTION REPLACEMENT OF BRIDGE 412.1 OVER THE SOUTH CANADIAN RIVER NEAR PURCELL, OKLAHOMA BURLINGTON NORTHERN AND SANTA FE RAILWAY By: John W. Hronek

More information

Ironton Russell Bridge Project

Ironton Russell Bridge Project Construction Update September 1, 2014 Rendering by URS Responsible for Construction Inspection & Engineering Prepared by: Brian Davidson, P.E. Ironton Russell Bridge Project Project Summary: September

More information

DBM Contractors, Inc. Donald B. Murphy Contractors, Inc. 60 Years of Innovation and Customer Satisfaction

DBM Contractors, Inc. Donald B. Murphy Contractors, Inc. 60 Years of Innovation and Customer Satisfaction Donald B. Murphy Contractors, Inc. 60 Years of Innovation and Customer Satisfaction Dewatering Ground Improvement Slope Stabilization Foundation Support Earth Retention Design/Build Design/Build for cost-effective

More information

> GRouTING systems. The experience and expertise to deliver the right grouting solution for the job. Grouting is the most diverse

> GRouTING systems. The experience and expertise to deliver the right grouting solution for the job. Grouting is the most diverse > GRouTING systems The experience and expertise to deliver the right grouting solution for the job Grouting is the most diverse of all specialty geotechnical disciplines. It encompasses a range of individual

More information

Ironton Russell Bridge Project

Ironton Russell Bridge Project Construction Update October 1, 2014 Rendering by URS Responsible for Construction Inspection & Engineering Prepared by: Brian Davidson, P.E. Ironton Russell Bridge Project Project Summary: October 1, 2014

More information

DIAPHRAGM WALLS, CUT-OFF WALLS AND SLURRY WALLS

DIAPHRAGM WALLS, CUT-OFF WALLS AND SLURRY WALLS DIAPHRAGM WALLS, CUT-OFF WALLS AND SLURRY WALLS Implenia Spezialtiefbau GmbH Robert Bosch Straße 25 D-63225 Langen Phone: +49 6103 988 345 Fax: +49 6103 988 277 Email: info.spezialtiefbau@implenia.com

More information

FOUNDATION & SHORING. Whatever it takes... We build your vision! WORLDWIDE EXPANSION

FOUNDATION & SHORING. Whatever it takes... We build your vision! WORLDWIDE EXPANSION FOUNDATION & SHORING S P E C I A L I S T S Whatever it takes... We build your vision! WORLDWIDE EXPANSION INDEX 04 08 12 16 COMPANY PROFILE SAFETY & VALUES 06 10 EQUIPMENTS & MAINTENANCE SERVICES 14 18

More information

Construction Technology B (CON4313)

Construction Technology B (CON4313) 3 - Basement 1 Quick Revision 1.1 Problems arising from basement construction a. Excavation method. b. Surface and ground water control c. Lateral stability of basement excavation. d. Stability of adjoining

More information

Compaction and Jet Grouting

Compaction and Jet Grouting Compaction and Jet Grouting Alan Ringen, PE Senior Vice President Breakthroughs in Tunneling Short Course August 16, 2017 Grouting Principles Geotechnical Grouting: The injection of pumpable fluid materials

More information

SHAFT CONSTRUCTION SECANT PILE

SHAFT CONSTRUCTION SECANT PILE by Rob jameson and eric lindquist feature story SECANT PILE SHAFT CONSTRUCTION Modern Tools and Techniques Allow Excavation to Depths Previously Considered Infeasible By Rob Jameson and Eric Lindquist

More information

Kiewit Approach for Tunnel Stabilization and Sewer Pipeline Replacement Project

Kiewit Approach for Tunnel Stabilization and Sewer Pipeline Replacement Project South Coast Water District Kiewit Approach for Tunnel Stabilization and Sewer Pipeline Replacement Project Board of Directors January 14-15, 2013 Overview of Construction Plan Highlights of Kiewit s Construction

More information

Civil Engineering Construction I (CBE5031)

Civil Engineering Construction I (CBE5031) Civil Engineering Construction I (CBE5031) Basement 1 1 Quick Revision 1.1 Problems arising from basement construction a) Excavation method. b) Surface and ground water control c) Lateral stability of

More information

Earth Retention Systems

Earth Retention Systems haywardbaker.com Earth Retention Systems Mark W. Goodsell, P.E., D.GE Senior Engineer 2 Earth Retention Systems Focus of Presentation Different Types and Purposes of Earth Retention Systems Design Considerations/Geotechnical

More information

Misan University - College of Engineering Civil Engineering Department

Misan University - College of Engineering Civil Engineering Department CHAPTER 2 Soil and Excavations Soil investigation including two phases: surface investigation and subsurface investigation Surface investigation involves making a preliminary judgment about the site s

More information

An Introduction to Keller in the UK COLCRETE EURODRILL GETEC PHI GROUP. Piling and Ground Improvement. Grouting, Soil Nails and Anchors

An Introduction to Keller in the UK COLCRETE EURODRILL GETEC PHI GROUP. Piling and Ground Improvement. Grouting, Soil Nails and Anchors An Introduction to Keller in the UK Piling and Ground Improvement Grouting, Soil Nails and Anchors Retaining Walls Equipment Manufacture Monitoring and Instrumentation PHI GROUP GETEC COLCRETE EURODRILL

More information

Sweet Creek Road Retaining Wall Replacement. Mapleton, OR

Sweet Creek Road Retaining Wall Replacement. Mapleton, OR Sweet Creek Road Retaining Wall Replacement Mapleton, OR Technical Information Project Completion Date: April 30, 2013 Project Location: Mapleton, OR Size of Project: 15,000 SF, 870 CY Concrete Strength

More information

Steven Dapp, Ph.D., P.E. Steven Dapp, Ph.D., P.E. Dan Brown and Associates

Steven Dapp, Ph.D., P.E. Steven Dapp, Ph.D., P.E. Dan Brown and Associates LA Transportation Conference: 10 Jan 2011 Drilled Shaft Foundations For Two Mississippi River Bridges in Louisiana Dan Brown and Associates Projects John James Audubon Bridge, St. Francisville New Construction

More information

I-74 over the Mississippi River

I-74 over the Mississippi River I-74 over the Mississippi River Design and Construction of Arch Foundations 104 th Transportation and Highway Engineering Conference Presented by: Andrew J. Keaschall, PE, SE, Alfred Benesch & Company

More information

Our goal is to be the best, not necessarily the biggest, contracting organization on Earth. Peter Kiewit

Our goal is to be the best, not necessarily the biggest, contracting organization on Earth. Peter Kiewit KIEWIT MEXICO Kiewit s roots can be traced back to 1884, when two brothers took a dream, some bricks, and a little bit of mortar and built the foundation for what would become one of the largest and most

More information

Geo24h. Buiding Service

Geo24h. Buiding Service Geo24h Buiding Service Sheet pile wall metallic and composite Special Foundations Dredging canals, rivers, lakes and quarries Dewatering with wells Wellpoint sistems Types of application The sheet pile

More information

The OMO River Bridge/2010

The OMO River Bridge/2010 Sometimes the simplest bridge designs come in the most complex and innovative engineering and construction packages. Such is the case with the OMO River Bridge located in the Southern Nations and Nationalities

More information

Risk Management of the Restoration of Shanghai Metro Line 4

Risk Management of the Restoration of Shanghai Metro Line 4 ISGSR2007 First International Symposium on Geotechnical Safety & Risk Oct. 18~19, 2007 Shanghai Tongji University, China Risk Management of the Restoration of Shanghai Metro Line 4 X. P. Yu, W. J. Zhu

More information

PIANC Workshop 13-14th September Construction Methods. By Dale E. Miller, PE, SE Tetra Tech INCA United States

PIANC Workshop 13-14th September Construction Methods. By Dale E. Miller, PE, SE Tetra Tech INCA United States PIANC Workshop 13-14th September 2011 Construction Methods By Dale E. Miller, PE, SE Tetra Tech INCA United States Lock Construction Methods Conventional Bypass Cofferdam Innovative Float-in Lift-in Trestle

More information

* The use of these areas can vary from car park space, where little waterproofing is required through to store rooms or plant rooms where a high

* The use of these areas can vary from car park space, where little waterproofing is required through to store rooms or plant rooms where a high 1 2 Demand for space in cities often makes it essential to use space below buildings. The concept of deep basement technology has been employed since the middle of last century, but is becoming more popular

More information

UNIT V RETAINING WALLS RETAINING WALL 2.5. Retaining walls are structures used to retain earth or water or other materials such as coal, ore, etc; where conditions do not permit the mass to assume its

More information

Seattle, WA SHORING * GROUNDWATER CONTROL * ENVIRONMENTAL

Seattle, WA   SHORING * GROUNDWATER CONTROL * ENVIRONMENTAL Seattle, WA www.soilfreeze.com SHORING * GROUNDWATER CONTROL * ENVIRONMENTAL Haiku is one of the most important forms of traditional Japanese poetry. Haiku is: a 17-syllable verse form consisting of three

More information

COPYRIGHTED MATERIAL. Contents PART ONE: THEORY...1. Preface to the Third Edition xiii. About the Authors xv. Acknowledgements xvii

COPYRIGHTED MATERIAL. Contents PART ONE: THEORY...1. Preface to the Third Edition xiii. About the Authors xv. Acknowledgements xvii Preface to the Third Edition xiii About the Authors xv Acknowledgements xvii Contents PART ONE: THEORY...1 1. Groundwater in Construction...3 1.1 Groundwater in the Hydrologic Cycle 3 1.2 Origins of Dewatering

More information

1993 Specifications CSJ SPECIAL SPECIFICATION ITEM 4417 DEWATERING IN CONTAMINATED GROUNDWATER

1993 Specifications CSJ SPECIAL SPECIFICATION ITEM 4417 DEWATERING IN CONTAMINATED GROUNDWATER 1993 Specifications CSJ 8015-24-003 SPECIAL SPECIFICATION TO ITEM 4417 DEWATERING IN CONTAMINATED GROUNDWATER 1. DESCRIPTION. This item shall govern all work required to remove groundwater encountered

More information

Hudson River Tunnels, Mega Projects, and Risk A Designer s Perspective

Hudson River Tunnels, Mega Projects, and Risk A Designer s Perspective Purdue Geotechnical Society Workshop Digging Deep April 8, 2011 Hudson River Tunnels, Mega Projects, and Risk A Designer s Perspective David Chapman, P.E. Lachel & Associates, Inc. Morristown, NJ Hudson

More information

Ingenuity Offers a Solution to an Anomaly in a Bridge Support

Ingenuity Offers a Solution to an Anomaly in a Bridge Support Ingenuity Offers a Solution to an Anomaly in a Bridge Support CSDA Contractor Member Part of the Most Expensive Public Works Project in California History Walkway to the congested work platform. San Francisco

More information

Replacement of the Existing Water Siphons between Brooklyn and Staten Island Siphon Project

Replacement of the Existing Water Siphons between Brooklyn and Staten Island Siphon Project August 2011 Update Replacement of the Existing Water Siphons between Brooklyn and Staten Island Siphon Project The New York City Economic Development Corporation (EDC) is administering the Replacement

More information

204 - EXCAVATION AND BACKFILL FOR STRUCTURES SECTION 204 EXCAVATION AND BACKFILL FOR STRUCTURES

204 - EXCAVATION AND BACKFILL FOR STRUCTURES SECTION 204 EXCAVATION AND BACKFILL FOR STRUCTURES SECTION 204 EXCAVATION AND BACKFILL FOR STRUCTURES 204.1 DESCRIPTION Excavate for the structures as shown in the Contract Documents. Unless specified otherwise, backfill the completed structures to the

More information

Grade Separation Systems. Single-Span Rail Bridge Construction Procedure. An innovation from art engineering inc.

Grade Separation Systems. Single-Span Rail Bridge Construction Procedure. An innovation from art engineering inc. Grade Separation Systems Single-Span Rail Bridge Construction Procedure An innovation from art engineering inc. GSS Single-Span Example Shown: An existing railroad grade crossing. Existing railroad Existing

More information

Dimitrios C. Konstantakos, P.E. CEO Deep Excavation LLC. Tel:

Dimitrios C. Konstantakos, P.E. CEO Deep Excavation LLC.   Tel: Dimitrios C. Konstantakos, P.E. CEO Deep Excavation LLC Chair of Earth Retaining Structures Committee of ASCE/G-I Adjunct Professor Civil Engineering New York University E-mail: dimitrios@deepexcavation.com

More information

CE 6506 CONSTRUCTION TECHNIQUES, EQUIPMENTS AND PRACTICES UNIT 1 CONCRETE TECHNOLOGY 1. List the various methods of mix design. 2. Name some methods of non-destructive testing of concrete. 3. What is the

More information

Multiple Large Diameter Microtunnels with Limited Ground Cover

Multiple Large Diameter Microtunnels with Limited Ground Cover North American Society for Trenchless Technology (NASTT) NASTT s 2016 No-Dig Show Dallas, Texas March 20-24, 2016 Paper No. TM2-T5-04 Multiple Large Diameter Microtunnels with Limited Ground Cover Steve

More information

TIMES better than the industry average.

TIMES better than the industry average. INSIDE KIEWIT SAFETY FIRST At Kiewit, nothing is more important than safety. Our craft-led safety programs and commitment at all levels of our operations ensure our focus is on what matters most: that

More information

Created by Simpo PDF Creator Pro (unregistered version) Asst.Prof.Dr. Jaafar S. Maatooq

Created by Simpo PDF Creator Pro (unregistered version)  Asst.Prof.Dr. Jaafar S. Maatooq Lect.No.9 2 nd Semester Barrages, Regulators, Dams 1 of 15 In order to harness the water potential of a river optimally, it is necessary to construct two types of hydraulic structures, as shown in Figure

More information

Pump Station Excavation

Pump Station Excavation Pump Station Excavation SPONSORED BY THE KIEWIT CORPORATION A capstone project for the The Department of Civil & Environmental Engineering in The Ira A. Fulton College of Engineering and Technology Brigham

More information

I-495 HOT LANES PROJECT VIRGINIA CONCRETE CONFERENCE CONCRETE: LEADING THE WAY. Dan Staron, P.E. HNTB Corporation MARCH 4, 2010

I-495 HOT LANES PROJECT VIRGINIA CONCRETE CONFERENCE CONCRETE: LEADING THE WAY. Dan Staron, P.E. HNTB Corporation MARCH 4, 2010 VIRGINIA CONCRETE CONFERENCE CONCRETE: LEADING THE WAY Dan Staron, P.E. HNTB Corporation MARCH 4, 2010 PRESENTATION OVERVIEW Project Background/Highlights Design Challenges Technical Details Concrete Applications/Details

More information

Michael R. Lockwood Construction Management National Museum of the Marine Corps Quantico, VA

Michael R. Lockwood Construction Management National Museum of the Marine Corps Quantico, VA Soil Retention System Design and Analysis Executive Summary The National Museum of the Marine Corps has a unique design element that portrays an image that the building is built underground. In order to

More information

Ironton Russell Bridge Project

Ironton Russell Bridge Project Construction Update January 1, 2016 Rendering by URS Responsible for Construction Inspection & Engineering Prepared by: Brian Davidson, P.E. Project Overview The Ironton Russell Bridge Project entails

More information

Specialising in Ground Engineering & Slope Stabilisation

Specialising in Ground Engineering & Slope Stabilisation Specialising in Ground Engineering & Slope Stabilisation Ground Engineering & Slope Stabilisation for the Road, Rail, Construction & Mining Industries Company Profile Warner Company is proudly an Australian

More information

Slurry Trench / Diaphragm Walls

Slurry Trench / Diaphragm Walls UNIVERSITY OF WASHINGTON DEPARTMENT OF CONSTRUCTION MANAGEMENT CM 420 TEMPORARY STRUCTURES Winter Quarter 2007 Professor Kamran M. Nemati Temporary Structures Slurry Trench / Diaphragm Walls CM 420 TEMPORARY

More information

June 1, Dear Mr. Simpson:

June 1, Dear Mr. Simpson: 10 Main Street Suite 321 New Paltz, NY 12561 T 845.255.0210 F 845.256.8110 www.willinghamengineering.com 1 June 1, 2016 Mr. Philip T. Simpson Robinson Brog Leinwand Greene Genovese & Gluck, P.C. 875 Third

More information

APRIL 2017 MAMARONECK & SHELDRAKE RIVERS NEW YORK FLOOD RISK MANAGEMENT GENERAL REEVALUATION REPORT FOR THE VILLAGE OF MAMARONECK

APRIL 2017 MAMARONECK & SHELDRAKE RIVERS NEW YORK FLOOD RISK MANAGEMENT GENERAL REEVALUATION REPORT FOR THE VILLAGE OF MAMARONECK MAMARONECK & SHELDRAKE RIVERS NEW YORK FLOOD RISK MANAGEMENT GENERAL REEVALUATION REPORT FOR THE VILLAGE OF MAMARONECK APRIL 2017 APPENDIX C4: STRUCTURAL Table of Contents 1.0 STRUCTURAL INTRODUCTION...

More information

Tel: Neil: Tony: Website:

Tel: Neil: Tony: Website: Australian Tunnelling Services are a consortium that has been formed to offer specialist underground services to both clients and contractors in the Civil Engineering, Mining & Building Industries. The

More information

Final Estimates Level 2

Final Estimates Level 2 Florida Department of TRANSPORTATION Final Estimates Level 2 Module 6: Structures 11/1/2017 FDOT Final Estimates Level 2 Release 11, Module 6 1 6-1 Module Content Concrete Structures Bridges Substructure

More information

Putting Progress into Perspective

Putting Progress into Perspective Cutoff Walls Excavation Support Jet Grouting Landslide Control Micropiles Retaining Walls Putting Progress into Perspective Secant Piles Shotcrete (Patent #7,600,948 B2) Soil Mixing Soil Nailing Tiebacks

More information

Ironton Russell Bridge Project

Ironton Russell Bridge Project Construction Update January 1, 2015 Rendering by URS Responsible for Construction Inspection & Engineering Prepared by: Brian Davidson, P.E. Project Overview The Ironton Russell Bridge Project entails

More information

Recent Advances in the Selection and Use of Drilled Foundations

Recent Advances in the Selection and Use of Drilled Foundations Recent Advances in the Selection and Use of Drilled Foundations Dan Brown, P.E., Ph.D. Dan Brown and Associates Overview Micropiles Continuous Flight Auger Piles Drilled Displacement Piles Drilled Shafts

More information

Alternative No. 1 Total Cost DRAFT

Alternative No. 1 Total Cost DRAFT OPINION OF PROBABLE PROJECT COSTS SUMMARY OF ALL THREE ALTERNATIVE ALIGNMENTS Item Description Alternative No. 1 Total Cost Alternative No. 2 Total Cost Alternative No. 3 Total Cost Design Phase 1. Preliminary

More information

Ironton Russell Bridge Project

Ironton Russell Bridge Project Construction Update October 1, 2015 Rendering by URS Responsible for Construction Inspection & Engineering Prepared by: Brian Davidson, P.E. Ironton Russell Bridge Project Project Summary: October 1, 2015

More information

The Drainage Basin. From Peaks of Colorado to Mexico 1,400 miles Drains 242,000 square miles of Western US Colored River because of sediments

The Drainage Basin. From Peaks of Colorado to Mexico 1,400 miles Drains 242,000 square miles of Western US Colored River because of sediments HOOVER DAM Need arose to control the Colorado River flow and the cycles of flood and drought. Responsibility fell on the Department of the Interior s Bureau of Reclamation Colorado River Compact History

More information

#47 CASE STUDY INSTALLATION OF A SOIL-BENTONITE CUTOFF WALL THROUGH AN ABANDONED COAL MINE (GROVE CITY, PA)

#47 CASE STUDY INSTALLATION OF A SOIL-BENTONITE CUTOFF WALL THROUGH AN ABANDONED COAL MINE (GROVE CITY, PA) #47 CASE STUDY INSTALLATION OF A SOIL-BENTONITE CUTOFF WALL THROUGH AN ABANDONED COAL MINE (GROVE CITY, PA) by Michael J. Carey Michael J. Fisher Steven R. Day Presented at: International Containment Technology

More information

Halls River Bridge Update

Halls River Bridge Update 2018 FTBA Construction Conference February 8 & 9, 2018 Orlando, FL 2017 FTBA Construction Conference Registration February 2 & 3, 2017 Orlando, FL Halls River Bridge Update Antonio Nanni, U. Miami, nanni@miami.edu

More information

Presentation Outline. Need for Creative Solutions in Technical Construction Problems. creativity, imagination, and innovative skills.

Presentation Outline. Need for Creative Solutions in Technical Construction Problems. creativity, imagination, and innovative skills. Construction Engineering Process and Knowledge Requirements for Fostering Creative Design Solutions on Infrastructure Projects Robert B. Bittner, Bittner-Shen Consulting Engineers Robert L. Schmitt, University

More information

Ground Improvement. Cutter Soil Mixing Multi-Axis Soil Mixing Deep Soil Mixing Jet Grouting Vibro Systems Specialized Geotechnical Grouting

Ground Improvement. Cutter Soil Mixing Multi-Axis Soil Mixing Deep Soil Mixing Jet Grouting Vibro Systems Specialized Geotechnical Grouting Ground Improvement Cutter Soil Mixing Multi-Axis Soil Mixing Deep Soil Mixing Jet Grouting Vibro Systems Specialized Geotechnical Grouting www.malcolmdrilling.com Cutter Soil Mixing Multi-Axis Soil Mixing

More information

Singapore Safety Day. Keller civil works team for a large petrochemical project, Malaysia

Singapore Safety Day. Keller civil works team for a large petrochemical project, Malaysia Singapore Safety Day Keller civil works team for a large petrochemical project, Malaysia Bored Piling Bored Pile Pile Piles Piles Diaphragm Walls (D Walls) D Walls are constructed using grabs or cutters

More information

Bridge Manual - Part I - June CHAPTER 5 SPECIAL PROVISIONS AND ESTIMATE

Bridge Manual - Part I - June CHAPTER 5 SPECIAL PROVISIONS AND ESTIMATE Bridge Manual - Part I - June 2007 5-1 CHAPTER 5 SPECIAL PROVISIONS AND ESTIMATE 5.1 GENERAL This chapter is intended to instruct the Designer in the preparation and submission of Special Provisions and

More information

IMUA ANNUAL PRESENTATION 2013

IMUA ANNUAL PRESENTATION 2013 IMUA ANNUAL PRESENTATION 2013 1 Who We Are: Founded in 1947 in Colorado Have expanded to a company of approximately 2,000 With Operations Constructing Transportation, Water and Energy Infrastructure throughout

More information

UPDATED 04 OCT 07. Following are sample questionnaires to be used to collect information from owners of affected facilities.

UPDATED 04 OCT 07. Following are sample questionnaires to be used to collect information from owners of affected facilities. 7.0 UTILITY RELOCATIONS QUESTIONNAIRES Following are sample questionnaires to be used to collect information from owners of affected facilities. 7.1 Company Information COMPANY INFORMATION (revised 9/04)

More information

John James Audubon Bridge. Introduction

John James Audubon Bridge. Introduction John James Audubon Bridge Introduction The Project Why build the bridge? The bridge--proposed to be the longest cable-stayed bridge in America--will replace an existing ferry between the communities of

More information

Construction Planning, Equipment, and Methods PILES AND PILE-DRIVING EQUIPMENT

Construction Planning, Equipment, and Methods PILES AND PILE-DRIVING EQUIPMENT CHAPTER Construction Planning, Equipment, and Methods PILES AND PILE-DRIVING EQUIPMENT Sixth Edition A. J. Clark School of Engineering Department of Civil and Environmental Engineering 19 By Dr. Ibrahim

More information

CC1602 Microtunneling

CC1602 Microtunneling CC1602 Microtunneling H.H. Sheikh Sultan Tower (0) Floor Corniche Street Abu Dhabi U.A.E www.ictd.ae rachel@ictd.ae Course Introduction: Significant technical advances and increases in the utilization

More information

Lower Mattagami River Project

Lower Mattagami River Project Lower Mattagami River Project 2016 Canadian Consulting Engineering Awards Project summary Ontario Power Generation s (OPG) Lower Mattagami River (LMR) project, its largest hydro project in 40 years, added

More information

Ironton Russell Bridge Project

Ironton Russell Bridge Project Construction Update July 1, 2015 Rendering by URS Responsible for Construction Inspection & Engineering Prepared by: Brian Davidson, P.E. Project Overview The entails the construction of a cast in place

More information

UNDERWATER BRIDGE INSPECTION REPORT DISTRICT 6 - RICE COUNTY

UNDERWATER BRIDGE INSPECTION REPORT DISTRICT 6 - RICE COUNTY UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 66532 227 th STREET (TWP 45) OVER THE STRAIGHT RIVER DISTRICT 6 - RICE COUNTY SEPTEMBER 12, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION

More information

Soldier Pile Walls Soil Nail Systems Secant Piling Soil Mix Walls Underpinning Slope Stabilization

Soldier Pile Walls Soil Nail Systems Secant Piling Soil Mix Walls Underpinning Slope Stabilization Soldier Pile Walls Soil Nail Systems Secant Piling Soil Mix Walls Underpinning Slope Stabilization www.malcolmdrilling.com Soldier Pile Walls Soil Nail Systems Secant Piling Soil Mix Walls Underpinning

More information

November 15, The Round Valley Reservoir Structures Refurbishment and Resource Preservation Project

November 15, The Round Valley Reservoir Structures Refurbishment and Resource Preservation Project November 15, 2017 The Round Valley Reservoir Structures Refurbishment and Resource Preservation Project OVERVIEW Team Introduction About the NJWSA About Round Valley About the Project Project Components

More information

Special Committee on Bay-Delta Item 3b January 24, 2017

Special Committee on Bay-Delta Item 3b January 24, 2017 Special Committee on Bay-Delta Item 3b January 24, 2017 January California WaterFix Overview Review Other Mega-Projects Cost Schedule Lessons Learned February Construction Risk Management Special Committee

More information

1. All underground utilities under railroad tracks shall be encased in a larger pipe or conduit called the casing pipe.

1. All underground utilities under railroad tracks shall be encased in a larger pipe or conduit called the casing pipe. MTS Jack and Bore Design Criteria Note: For the purposes of this Design Criteria and subsequent Construction Notes, the term Jack and Bore is used generically to refer to a number of trenchless construction

More information

APPENDIX E: RECORD OF NON-APPLICABILITY AND AIR QUALITY DATA

APPENDIX E: RECORD OF NON-APPLICABILITY AND AIR QUALITY DATA APPENDIX E: RECORD OF NON-APPLICABILITY AND AIR QUALITY DATA INTRODUCTION RECORD OF NON-APPLICABILITY (RONA) FOR THE PROPOSED SECTION 408 APPLICATION FOR CITY OF DALLAS MODIFICATIONS TO THE DALLAS FLOODWAY

More information

Forensics by Freezing

Forensics by Freezing Forensics by Freezing Joseph A. Sopko, Ph.D., P.E., M.ASCE Moretrench American Corporation, 100 Stickle Avenue, Rockaway, NJ 07866, e-mail: jasopko@moretrench.com ABSTRACT Subsurface conditions in water

More information

Natalia Maca. TITAN POLSKA Sp. z o.o Kraków, Miłkowskiego 3/801 Tel Fax

Natalia Maca. TITAN POLSKA Sp. z o.o Kraków, Miłkowskiego 3/801 Tel Fax Natalia Maca TITAN POLSKA Sp. z o.o. 30-349 Kraków, Miłkowskiego 3/801 Tel. 0 12 255 59 00 Fax. 0 12 255 59 07 www.titan.com.pl biuro@titan.com.pl Presentation plan General information Design problems

More information

SR 0136-G10 ABC BRIDGE REPLACEMENT in Eighty Four, PA

SR 0136-G10 ABC BRIDGE REPLACEMENT in Eighty Four, PA ASHE NATIONAL PROJECT OF THE YEAR SR 0136-G10 ABC BRIDGE REPLACEMENT in Eighty Four, PA For the PENNSYLVANIA DEPARTMENT OF TRANSPORTATION Engineering District 12-0 Submitted By: January 29, 2018 AMERICAN

More information

Company Profile 1300 SHOTCRETE

Company Profile 1300 SHOTCRETE 1300 SHOTCRETE Company Profile RIX Specialist Contracting can tailor solutions to meet even the most demanding project requirements. From initial consultation right through to completion, the team at RIX

More information

Pipe Jacking/Microtunnelling. Dr. Mark Knight. Centre for Advancement of Trenchless Technologies (CATT) University of Waterloo.

Pipe Jacking/Microtunnelling. Dr. Mark Knight. Centre for Advancement of Trenchless Technologies (CATT) University of Waterloo. Pipe Jacking/Microtunnelling Dr. Mark Knight Centre for Advancement of Trenchless Technologies (CATT) University of Waterloo 1 New Installations New Installations Non-Steering Methods Steering Methods

More information

Annex V Concrete Structures Removal Plan

Annex V Concrete Structures Removal Plan Appendix D Annex V Concrete Structures Removal Plan Figure V1 Lower Granite Sequences of Concrete Removal and Cofferdam Figure V2 Little Goose Sequence of Concrete Removal and Cofferdam Figure V3 Lower

More information

6 Preliminary Assessment of Construction Method and Constructability Issues

6 Preliminary Assessment of Construction Method and Constructability Issues 6 Preliminary Assessment of Construction Method and Constructability Issues 6.1 Construction Approach Appendix C includes conceptual designs of the alternatives discussed below. Generally, the conceptual

More information

Diaphragm wall Construction

Diaphragm wall Construction Diaphragm wall Construction Diaphragm wall is a continuous wall constructed in ground in to facilitate certain construction activities, such as: a) As a retaining wall b) As a cut-off provision to support

More information

MALCOLM. support of excavation. Provides Excavation Support for Miami Tunnel. Introduction

MALCOLM. support of excavation. Provides Excavation Support for Miami Tunnel. Introduction C o v e r F e a t u r e MALCOLM Provides Excavation Support for Miami Tunnel By Charles W. Bartlett, P.E., and Nick J. Turus, E. I, Malcolm Drilling Co., Inc. Miami, Florida, USA Introduction The Florida

More information

Eglinton Crosstown LRT Construction Liaison Committee

Eglinton Crosstown LRT Construction Liaison Committee Eglinton Crosstown LRT Construction Liaison Committee May 30, 2017 Agenda Eglinton Crosstown LRT Overview Eglinton Maintenance & Storage Facility Mount Dennis Station Railway Corridor West Portal & Elevated

More information

Motto. History CSE CSE

Motto. History CSE CSE SOLUTIONS ENGINEERED SOLUTIONS ENG INEERED SOLUTIONS ENGINEERED SOLUT IONS ENGINEERED SOLUTIONS ENGINEERE D SOLUTIONS ENGINEERED SOLUTIONS E NGINEERED SOLUTIONS ENGINEERED SOL UTIONS ENGINEERED SOLUTIONS

More information

TECHNOLOGY. Graphic Provided by L.B. Foster Company. All Rights Reserved.

TECHNOLOGY. Graphic Provided by L.B. Foster Company. All Rights Reserved. OPEN CELL SHEET PILE TM TECHNOLOGY Graphic Provided by L.B. Foster Company. All Rights Reserved. PND ENGINEERS, INC. OPEN CELL TM STRUCTURE LOCATIONS OPEN CELL structures can be found throughout the world,

More information

Earth Retention Systems And Specialized Foundations

Earth Retention Systems And Specialized Foundations Earth Retention Systems And Specialized Foundations Definition and Application Permanent soil nails were used to construct this excavation support system in limited overhead conditions. Houston, TX Soil

More information

(b) Discuss in brief shaft spillway with neat sketches. Marks 04. OR Q (2) Explain in brief USBR stilling basin. Marks 08

(b) Discuss in brief shaft spillway with neat sketches. Marks 04. OR Q (2) Explain in brief USBR stilling basin. Marks 08 (b) Discuss in brief shaft spillway with neat sketches. Marks 04 OR Q (2) Explain in brief USBR stilling basin. Marks 08 Stilling Basins The basins are usually provided with special appurtenances including

More information

J.F. Brennan Co., Inc. FULL SERVICE MARINE CONTRACTOR Lock and Dam Construction Hydraulic Dredging & Dewatering Specialty Construction and Diving

J.F. Brennan Co., Inc. FULL SERVICE MARINE CONTRACTOR Lock and Dam Construction Hydraulic Dredging & Dewatering Specialty Construction and Diving J.F. Brennan Co., Inc. FULL SERVICE MARINE CONTRACTOR Lock and Dam Construction Hydraulic Dredging & Dewatering Specialty Construction and Diving Brennan Marine Co., Inc. MARINE TRANSPORTATION SERVICES

More information

Chapter 1 INTRODUCTION

Chapter 1 INTRODUCTION Chapter 1 Final SCDOT GEOTECHNICAL DESIGN MANUAL August 2008 Table of Contents Section Page 1.1 Introduction... 1 1.2 Preconstruction Division... 1 1.2.1 Regional Production Groups... 2 1.2.2 Preconstruction

More information

TRANSPORTATION RESEARCH FORUM March A State-of-the-Art of Underground Construction In Urban Areas

TRANSPORTATION RESEARCH FORUM March A State-of-the-Art of Underground Construction In Urban Areas TRANSPORTATION RESEARCH FORUM March 2006 A State-of-the-Art of Underground Construction In Urban Areas Nasri Munfah PE Vice President Tunneling Practice Leader Parsons Brinckerhoff Underground Construction

More information