TH 53 Relocation Project.  We have to penetrate large boulders and some of the hardest rock in the world  To know what we can get in the ground  To.

Slides:

Advertisements

Similar presentations

ODOT Structure Project Manager Training

Advertisements

CONSTRUCTION DRILLING INC.

CONSTRUCTION DRILLING INC. SPECIALIZING IN UNIQUE DRILLING AND CUT-OFF WALL SOLUTIONS.

Helical Piles Defined Presentation by: Howard A. Perko, Ph.D., P.E. Magnum Geo-Solutions, LLC Copyright 2011 – Magnum Piering, Inc., All Rights reserved.

BRIDGE CONSTRUCTION INSPECTOR Practice Questions Next.

Test practice Multiplication. Multiplication 9x2.

8. Axial Capacity of Single Piles

MDOT ACTT Workshop Structures I-94 From I-96 to East of Connor Participants Steve Stroh, URS Corp Vijay Chandra, Parson Brinckerhoff Raj Ailaney, FHWA.

FOUNDATIONS. Components Footings Trench Formed Keyway Stepped Fireplace.

1 Application and Analysis of Helical Piers in Frozen Ground He Liu, Ph.D., P.E. Daniel Schubert, P.E. Hannele Zubeck, Ph.D., P.E. Sean Baginski.

4.3 STONE OR SAND COLUMNS IN SOFT CLAYEY MATERIALS :

Matakuliah: S2094 / Rekayasa Pondasi Tahun: 2005 Versi: 1.1 Pertemuan 01 Pendahuluan.

INTRODUCTION Session 1 – 2

Session 25 – 26 DRILLED SHAFT And CAISSON FOUNDATION

Micropiles Save Drilled Shafts

Confined spaces Controlling hazards and minimizing risks.

Hybrid Pile n Definition –A pile installed by combining driven and auger/drilled techniques. n Why use a ‘Hybrid’? –by incorporating a ‘driven element’,

AASHTO LRFD Section 11 Abutments, Piers, and Walls

1 43 rd ANNUAL FHWA MIDWEST GEOTECHNICAL CONFERENCE Bloomington, MINNESOTA, OCTOBER 1-3, 2014 Update on FHWA Active and Future Highway Geotechnical Engineering.

Types of Concrete Foundations. Concrete Piers Foundation This type of foundation is mostly used on buildings with post & beam style construction. It is.

Software Engineering in Puerto Rico Rock Solid Technologies, Inc. Eng. Ángel L. Pérez VP & General Manager.

Foundation Engineering CE 483

C ONTACT STRESS IN CIVIL ENGINEERING. Introduction 1 Skyscrapers Bridges Dams How are these constructions supported? Why are all these large constructions.

Broadway Street Viaduct Improvement, Pre-Load Testing and Geotech Report Workshop Consultant Presentation Iowa DOT 2 nd April 2007.

Philadelphia CARe Meeting European Pricing Approaches Experience Rating May 7-8, 2007 Steve White Seattle.

CAISSON FOUNDATION.

Traffic Barrier Guidelines Section 3.0 Potential Roadside Obstacles Hands-On Workshop III July

TYPICAL member spot checks & alternate systems design study

Introduction: Excavations and other engineering constructions in the ground are central to many civil and mining projects. Ground reinforcement includes.

No Cell Phones, Please. Thank You.. Division of Layne Christensen Company Specialty Foundation Construction Jet Grouting Drilled Micropiles Vibratory.

Basic Hydraulics: Bridges. Definition & terminology Abutments Flow contraction.

Recent Construction Sites of Micropiles in Germany Thomas F. Herbst Wessling / Munich Germany 5th IWM 2003 Seattle – Session 2.

Software Engineering in Puerto Rico Rock Solid Technologies, Inc. Eng. Ángel L. Pérez Vice President.

Spread Footing Design for Columns

Mississippi River Bridge Project Commission Meeting December 1, 2010 Mississippi River Bridge Project Commission Meeting December 1, 2010 Greg Horn, MoDOT.

WEST DES MOINES LIBRARY ADDITION Team North Final Presentation Team North The Ace Mentor Program career direction for students in architecture,

ECNM Meeting October 1, Project Purpose The purpose of the US 53 project is to address the termination of the 1960 easement agreement that affects.

 All civil engineering projects like dams, reservoirs etc. constructed on earth crust and constructed by material obtained from the crust.  So it is.

SITE INVESTIGATION ARUN MUCHHALA ENGINEERING COLLEGE-DHARI

Viktor Krivenkov Pavel Titov Roman Zinovjev Dmitry Pinezhko TTK/UAS, 2010.

CAISSON FOUNDATION.

 HDR, Ott Constructability, Dan Brown  Visit and boat tour of Rouchleau pit ◦ Access better than potrayed ◦ Challenging geotechnically 

 HDR, Ott Constructability, Dan Brown  Visit and boat tour of Rouchleau pit ◦ Access better than potrayed ◦ Challenging geotechnically 

Deep Replacement Presented by: M. Taromi

PAC Meeting July 2, Agenda  Introductions and thanks  Project to date  Next steps  Questions.

Section Engineers Meeting March 6, 2014 Lexington, KY.

..... Deep Foundations Institute Project Nominee San Francisco-Oakland Bay Bridge New East Span.

AN OVERVIEW OF SHALLOW AND DEEP FOUNDATION SYSTEMS

Deptt. of Irrigation and Drainage Engineering, Dr. PDKV, Akola

Introduction: Excavations and other engineering constructions in the ground are central to many civil and mining projects. Ground reinforcement includes.

Quality Assurance of Drilled Micropiles in Finland

Construction Examples in Japan High Capacity Micropile

An-Najah National University Engineering College

No Cell Phones, Please. Thank You..

Seismic Design Method for Pile Foundation

S S SUBMITTED BY:- CHARU BHARDWAJ civil engineering

Arch205 Materials and building construction 1 foundation

Helical Pile Lateral Capacity

CONSTRUCTION METHODS & TECHNOLOGY

IWM 2000 Turku, Finland Pasi Korkeakoski

Arch205 building construction foundation

محمد امین طلایی – پویا نوذری

Mike Turner (Applied Geotechnical Engineering)

Technology I Bridge Building.

Least Common Multiples

Pre-loaded micropiles at Credit Valley Hospital – …..Revisited

Суури мэдлэг Basic Knowledge

Before Pictured is a natural log jam, at the start of the project. Depth of water is about one foot. Boulders to the left will be placed in the created.

Chapter 7 Foundation Systems.

Presentation transcript:

TH 53 Relocation Project

 We have to penetrate large boulders and some of the hardest rock in the world  To know what we can get in the ground  To know how long it will take to install foundations  To determine a cost basis for installation

 Determine the best tooling for drilled shaft installation.  To determine the most efficient and economical foundation type  Apply knowledge to larger contract  Help determine preferred alternative

 8 Piers, two abutments  If drilled shafts, likely 6 drilled shafts per pier  = large risk for future contract

 One 8’ diameter drilled shaft ◦ No load test  Multiple drilled round pile – likely 16” diameter. ◦ Load test at least one  Will allow use of appropriate load factors for bridge design (rather than assumed)  Use of specific load factor allows for efficiency/savings of foundation design – can reduce # of pile (St. Croix)