Contact our office if you would like assistance. Ex: letter of invitation for a US visa, lodging, etc.
|
|
|
- Tracy Douglas
- 6 years ago
- Views:
Transcription
1 NONDESTRUCTIVE EVALUATION (NDE) USERS SEMINAR COURSE OUTLINE October 3 - October 5, 2017, 8:30 am - 5:00 pm Wheat Ridge, CO USA Office > Structures: October 3 (Tues) > Foundations/Pavements: October 4 (Wed) > Geophysics: October 5 (Thurs) In addition to NDE method presentations, questions/discussion sessions and hands-on demonstrations will be conducted for most NDE methods by members of the class with an instructor`s guidance. A total of 7.5 PDH certificate hours will be awarded each day for use in Professional Engineering registration continuing education requirements. Classes start at 8:30 am and end at 5:00 pm, lunch provided by Olson. Coffee, drinks, and snacks provided daily. Seminar Costs - $300/day Register by: ing info@olsoninstruments.com, or online at Training, and select the NDE Users Seminar link on the page. PayPal payments only if registering online. Class size is limited to 30 participants, register early! Contact our office if you would like assistance. Ex: letter of invitation for a US visa, lodging, etc. Day 1, October 3 (Tuesday) Structural NDE Methods for Concrete, Masonry & Wood Concrete Condition Assessment & Quality Assurance Basic NDE Physics Overview Wave Types Wave Propagation Wave Speeds Reflection and Transmission Ultrasonic/Sonic Pulse Velocity and Velocity Tomography for Quality and Integrity on Concrete with 2-Sided Access Pulse Velocity Physics and ASTM C597 Materials and Strength Correlations Velocity Tomography Impact Echo for Thickness and Integrity on Concrete with 1-Sided Access Impact Echo Physics and ASTM C1338 Thickness Q/A of Pavements Materials and for Void, Honeycomb, Cracking Impact Echo Scanning
2 Day 1, October 3 (Tuesday)...continued Structural NDE Methods for Concrete, Masonry & Wood Concrete Condition Assessment & Quality Assurance Spectral Analysis of Surface Waves for Concrete with 1-Sided Access SASW Physics SASW for Concrete Quality/Strength Correlation Damage Evaluation of Cracking, Fire, Frost, Alkali-Silica Reaction Galvanostatic Pulse, Concrete Resistance and Half-Cell Potential for Rebar Corrosion Corrosion Measurement Physics Ground Penetrating Radar on Concrete and Pavements Structural Embedment Location 2D and 3D Data Analyses Bridge Deck Surveys for Delaminations Void/Wet Subgrade Detection for Pavements and Slabs Roadway/Pavement Thickness Evaluation Slab Impulse Response for Structural Evaluation and Void Detection below Rigid Pavements Physics and ACI 228.2R and ASTM C1740 Structural Condition Assessment Subgrade Void vs. Questionable vs. Sound Support Correlations with Ground Penetrating Radar for Void Detection Structural Case History Resonance Testing of Cylinders, Beams and Cores for Freeze-Thaw Durability and Elastic Moduli per ASTM C for Elastic Moduli Calculation of Young s and Shear Moduli, and Poisson s Ratio ASTM C666/666M-03 (2008) applications for Freeze-Thaw Durability Bridge Monitoring and Load Tests Traditional Monitoring and Testing Methods Interferometric Phase Radar for Bridge Displacements and Vibration Bridge Deck Scanning IE Scanning of Bridge Decks and Slabs SASW Scanning of Bridge Decks and Slabs Data Analysis and Presentation
3 Day 2, October 4 (Wednesday) Quality Assurance & Forensic NDE Methods for Pavements & Foundations Lightweight Deflectometer for Subgrade and Base Compaction Control Data Analysis Materials and Proctor Test for Field Implementation Crosshole Sonic Logging for QA of Drilled Shaft Foundations, Auger Cast Piles and Diaphragm Walls Review of ASTM D and European Standard CSL Ultrasonic Signal Analysis and Anomaly/Debonding Considerations Log Generation and Report Considerations Velocity vs. Strength Angled and Singlehole Sonic Logs Research and Case History Results When does an anomaly become a defect? Destructive Coring/Drilling Considerations General Repair Approaches Crosshole Tomography for 2-D and 3-D Imaging of CSL Anomalies Review of Tomography Algorithms Data Collection Procedures in CSL tests for Velocity Tomography Data Analysis of Angled CSL data Velocity Tomography Analyses 2-D vs. 3-D Velocity Tomograms in Research and Sonic Echo/Impulse Response for Shaft/Pile Integrity and Length in QA and Forensic Studies Review of ASTM D and ACI 228.2R-98 Sonic Echo Physics Impulse Response Physics Research and Case History Results for Concrete, Wood and Steel Piles Testing through Pilecaps and on Pile Sides Parallel Seismic for Shallow and Deep Foundation Unknown Depth Determinations and Buried Piles below Pilecaps Review of ACI 228.2R-98 Parallel Seismic Physics Research and Case History Results for Concrete, Wood and Steel Piles and Masonry Piers/Abutments and Steel H-Pile and Sheet Pile Considerations Unknown Foundation Depth Determinations for Bridge Scour Safety Studies Ground Penetrating Radar for Unknown Foundation Depths/Pile Locations Review of ACI 228.2R-98 Research and Case History Results
4 Day 2, October 4 (Wednesday)...continued Quality Assurance & Forensic NDE Methods for Pavements & Foundations Impact Echo for 1-Sided Concrete Thickness and Integrity of Piers, Abutments and Pilecaps Impact Echo Physics and ASTM C1338 Unknown Thickness Determinations Dam Condition Evaluation Cross-Dam Tomography SASW and IE Applied to Dams Interferometric Phase Radar (IBIS-L) for Dams and Slopes
5 Day 3, October 5 (Thursday) Engineering and Environmental Geophysics Introduction: Geophysics versus NDE Instrumentation Resolution ASTM Standards and Guidelines Matrix of Methods & Applications Seismic: Refraction Method Background Theory on Seismic Wave Propagation Seismic: Reflection Method Seismic: Borehole Methods - In-Hole, Downhole and Crosshole Data Analysis, Applications, and Elastic Property Calculations Seismic: Surface Wave Method - Active MASW (Multichannel Analysis of Surface Waves) Seismic: Surface Wave Method - Passive MASW Ground Penetrating Radar (GPR) for Geologic Investigations and Utilities/UST s Electrical Resistivity Method Data Analysis for Engineering Applications Electromagnetic Methods: Time-Domain and Frequency-Domain Methods
6 Day 3, October 5 (Thursday))...continued Engineering and Environmental Geophysics Magnetic Method Wrap-up Geophysical Survey Methods Seminar Location: Olson Corporate Office W. 49th Avenue Wheat Ridge, CO Hours: 8:30 am 5:00 pm p: f: Registration is available either by phone, , or online at: and select NDE Users Seminar Contact Sue Jones at or info@olsoninstruments.com
Nondestructive evaluation of concrete dams and other structures. Larry D. Olson, P.E. (Presenter); Dennis A. Sack
Nondestructive evaluation of concrete dams and other structures Larry D. Olson, P.E. (Presenter); Dennis A. Sack Olson Engineering, Inc. 14818 W. 6th Ave Unit 5A, Golden, CO 80401 ABSTRACT This paper presents
NONDESTRUCTIVE EVALUATION (NDE) METHODS FOR QUALITY ASSURANCE OF EPOXY INJECTION CRACK REPAIRS
NONDESTRUCTIVE EVALUATION (NDE) METHODS FOR QUALITY ASSURANCE OF EPOXY INJECTION CRACK REPAIRS by Yajai Promboon, Ph.D., Larry D. Olson, P.E. Olson Engineering, Inc. and John Lund, P.E. Martin/Martin,
IMPACT ECHO TESTING OF IN-SITU PRECAST CONCRETE CYLINDER PIPE
IMPACT ECHO TESTING OF IN-SITU PRECAST CONCRETE CYLINDER PIPE Dennis A. Sack; Larry D. Olson, P.E. 1 Abstract This paper presents recent research and field work performed in the area of Nondestructive
35 th SW Geotechnical Engineers Conference April 26-29, 2010 Baton Rouge, LA
35 th SW Geotechnical Engineers Conference April 26-29, 2010 Baton Rouge, LA Condition Assessment of Unknown Foundations Presented by Larry D. Olson, P.E. Olson Engineering, Inc. Olson Instruments, Inc.
SAMPLE SPECIFICATION for CROSSHOLE SONIC LOGGING (CSL) September 2015
SAMPLE SPECIFICATION for CROSSHOLE SONIC LOGGING (CSL) September 2015 Note: This sample specification contains recommended or typical quantities in parenthesis, in the format (quantity); the specifying
NDT in Grouted PT Inspection for Bridges
NDT in Grouted PT Inspection for Bridges PTI Technical Conference & Exhibition Miami, FL May 8, 2007 Hong-gang gang Cao CTLGroup (C) COPYRIGHT POST-TENSIONING INSTITUTE, ALL RIGHTS RESERVED Page 1 of 37
DETECTION OF INCLINED CRACKS INSIDE CONCRETE STRUCTURES BY ULTRASONIC SAFT
2007 Review of Progress in Quantitative NDE, Golden, Colorado, July 22 July 27, 2007. DETECTION OF INCLINED CRACKS INSIDE CONCRETE STRUCTURES BY ULTRASONIC SAFT Moe Momayez 1, Zahra Hosseini 2, Ferri Hassani
Non-Destructive Testing & Assessment of Concrete Structures Case Study: St. Mary Dam Low-Level Conduit
Non-Destructive Testing & Assessment of Concrete Structures Case Study: St. Mary Dam Low-Level Conduit Presented By: Clayton Weiss, P.L.(Eng.) ESRD Operations Infrastructure, Oldman Basin St. Mary Dam
Integrity evaluation of concrete by cross-hole sonic logging in Bangladesh
IABSE-JSCE Joint Conference on Advances in Bridge Engineering-III, August 2-22, 25, Dhaka, Bangladesh. ISBN: 978-984-33-933-5 Amin, Okui, Bhuiyan, Ueda (eds.) www.iabse-bd.org Integrity evaluation of concrete
Nondestructive Measurements Using Mechanical Waves in Reinforced Concrete Structures
Nondestructive Measurements Using Mechanical Waves in Reinforced Concrete Structures http://www.virginiadot.org/vtrc/main/online_reports/pdf/14-r8.pdf STEPHEN R. SHARP, Ph.D., P.E. Senior Research Scientist
Implementation of this Special Provision requires a complete understanding of the following documents:
VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR Quality Assurance/Quality Control (QA/QC) for the Construction of Deep Foundation Systems for Design-Build and PPTA Contracts November 10, 2009
Non-Destructive Assessment of the Historic World War Memorial Baseball Stadium, Greensboro, North Carolina
Copyright 2013 Tech Science Press SL, vol.10, no.2, pp.107-118, 2013 Non-Destructive Assessment of the Historic World War Memorial Baseball Stadium, Greensboro, North Carolina Salah Amer 1, Wonchang Choi
Bridge Deck and Pavement Evaluation
Using Ground Penetrating Radar, Infrared Thermography and High Resolution Imaging Technology Anthony Alongi, President Penetradar Corporation April 11, 2017 2017 NACE National Association of County Engineers
Concrete Parking Garage Degradation
Concrete Parking Garage Degradation Concrete Parking Garage Degradation With proper care and maintenance, the life of a concrete parking garage can span several decades. The integrity and strength of structural
VERIFICATION OF GEOTECHNICAL GROUTING- STRATEGIES AND PLANNING. Michael J. Byle, D.GE, F. ASCE
VERIFICATION OF GEOTECHNICAL GROUTING- STRATEGIES AND PLANNING Michael J. Byle, D.GE, F. ASCE Verification of Geotechnical Grouting was published By the ASCE Committee on Grouting in 1995 It is still available
Condition Assessment and Repair/Strengthening of Reinforced Concrete Structures University of Cape Town, Dept. of Civil Engineering
5 CPD Points (1 CPD point per day) 5-days Technical Workshop, July 2015 Condition Assessment and Repair/Strengthening of Reinforced Concrete Structures University of Cape Town, Dept. of Civil Engineering
ITU-T L.74. Maintenance of cable tunnels SERIES L: CONSTRUCTION, INSTALLATION AND PROTECTION OF CABLES AND OTHER ELEMENTS OF OUTSIDE PLANT
International Telecommunication Union ITU-T L.74 TELECOMMUNICATION STANDARDIZATION SECTOR OF ITU (04/2008) SERIES L: CONSTRUCTION, INSTALLATION AND PROTECTION OF CABLES AND OTHER ELEMENTS OF OUTSIDE PLANT
The Detection and Analysis of Reservoir Dam Crack Depth and Grouting Quality Analysis
Applied Mechanics and Materials Online: 2012-10-26 ISSN: 1662-7482, Vols. 204-208, pp 3329-3332 doi:10.4028/www.scientific.net/amm.204-208.3329 2012 Trans Tech Publications, Switzerland The Detection and
Inspection & Maintenance of Concrete Facilities By Cheyenne Wohlford CCS GROUP, LLC
Inspection & Maintenance of Concrete Facilities By Cheyenne Wohlford 1 Introduction Most Grain Elevators were built between 1950 and 1960 with a life expectancy of 30 years. Operational changes since 1960
Inspection & Maintenance of Concrete Facilities
Inspection & Maintenance of Concrete Facilities Introduction Most Grain Elevators were built between 1950 and 1960 with a life expectancy of 30 years. Deterioration occurs with: Normal wear & tear Exposure
Nondestructive Evaluation of Four Sister Bridges in Virginia Using Manual NDE Technologies and Robotic Platform RABIT
CAIT-UTC-059 Nondestructive Evaluation of Four Sister Bridges in Virginia Using Manual NDE Technologies and Robotic Platform RABIT Final Report July 2015 Jinyoung Kim Trung Duong Research Associate Kien
FHWA Mobile Concrete Lab Program. Illinois Tollway Open House: Sustainable Concrete Paving Practices August 20, 2013
FHWA Mobile Concrete Lab Program Illinois Tollway Open House: Sustainable Concrete Paving Practices August 20, 2013 Mission Tech Transfer to SHA s Field demos on active projects Equipment loan Training
DAMAGE DETECTION TECHNIQUES FOR CONCRETE APPLICATIONS
DAMAGE DETECTION TECHNIQUES FOR CONCRETE APPLICATIONS FINAL PROJECT REPORT by Lev Khazanovich Katelyn Freeseman Lucio Salles Aziz Asadollahi University of Minnesota Sponsorship (List CHPP and matching
FHWA-NDE CENTER. Methods Available for Testing & Evaluation of Structures. NDE Center Federal Highway Administration
FHWA-NDE CENTER Methods Available for Testing & Evaluation of Structures FHWA Current Projects Ultrasonic NDE Ground Penetrating Radar, PERES II Thermal NDE Laser System Measurements Load Testing Bridge
Using Thermal Integrity Profiling to Confirm the Structural Integrity of foundation applications
Using Thermal Integrity Profiling to Confirm the Structural Integrity of foundation applications Authors: 1. George Piscsalko, PE, Pile Dynamics, Inc., 30725 Aurora Road, Solon, Ohio, USA, gpiscsalko@pile.com;
Determining the Length of Timber Piles in Transportation Structures
Determining the Length of Timber Piles in Transportation Structures Ronald W. Anthony, Arun K. Pandey, Engineering Data Management, Inc. Abstract Knowledge of pile length is a vital component for calculating
Seismic Analysis of Concrete Dams Workshop USSD Annual Conference April 6-7, 2017
Workshop 2017 USSD Annual Conference April 6-7, 2017 Seismic Analysis of Concrete Dams Selection of analysis Selection of Materials Properties Properties affected by state of the art for materials, mix
Non-Destructive Evaluation for Large-Scale, ASR-Activated, Concrete Mockups
Non-Destructive Evaluation for Large-Scale, ASR-Activated, Concrete Mockups Call for Participation Submitted to NDE Researchers From Principal Investigators Yann Le Pape (lepapeym@ornl.gov) 1,2 and Z.
Vehicle-Mounted Bridge Deck Scanner
Highway IDEA Program Vehicle-Mounted Bridge Deck Scanner Final Report for Highway IDEA Project 132 Prepared by: Yajai Tinkey, Larry D. Olson, Olson Engineering, Inc. August 2010 INNOVATIONS DESERVING EXPLORATORY
NDE of FRP Bridge Decks and Beams
NDE of FRP Bridge Decks and Beams John C. Duke, Jr. Virginia Tech NDE Development Laboratory we.search.for.perfection@vt.edu Virginia Tech NDEDL Va FRP Showcase 1 Virginia Tech NDEDL Va FRP Showcase 2
USE OF GPR TO ESTIMATE DETERIORATION IN CONCRETE BRIDGE DECKS
USE OF GPR TO ESTIMATE DETERIORATION IN CONCRETE BRIDGE DECKS Dr. Lesley Sneed, P.E. Assistant Professor of Civil Engineering Dr. Neil Anderson, Dr. Evgeniy Torgashov Department of Geological Engineering
GPR Application Case Studies
GPR(dB) GPR Application Case Studies Case Study-1: Understanding the Relationship between GPR & Rebar Corrosion [Excerpts from the paper published in R. N. Raikar Memorial International Conference and
Detection of Concrete Damage Using Ultrasonic Pulse Velocity Method
Indian Society for Non-Destructive Testing Hyderabad Chapter Proc. National Seminar on Non-Destructive Evaluation Dec. 7-9, 2006, Hyderabad Detection of Concrete Damage Using Ultrasonic Pulse Velocity
Aging Outlet Conduits Through Earthen Dams John Harrison, PE Schnabel Dam Engineering, Inc.
Aging Outlet Conduits Through Earthen Dams John Harrison, PE Schnabel Dam Engineering, Inc. PA AWWA Annual Conference April 23, 2015 The Most Important Length of Pipe in your System..is the one through
Construction of bridge slab ends repair system
Construction of bridge slab ends repair system Shungo Matsui 1*, Atsuo Ogawa 2, Tatsuo Ogata 3, Toshiyuki Kanda 4,Atsuro Kano 4, Masakatsu Kunikawa 4, Saiji Fukada 5 and Yoshiyuki Momiyama 1 1 West Nippon
SPECIAL INSPECTION AND OBSERVATION PROGRAM CITY OF CONCORD BUILDING DIVISION. Project Address:
SPECIAL INSPECTION AND OBSERVATION PROGRAM CITY OF CONCORD BUILDING DIVISION Permit Application #: Project Address: Purpose: To meet the requirements of CBC Section 1704.3 this form may be used as a statement
CONTINUOUS FLIGHT AUGER (CFA) PILES QC/QA PROCEDURES. Preferred QC/QA Procedures
Preferred QC/QA Procedures The Federal Highway Administration (FHWA) has provided QC/QA guidance for this technology as noted below. The reference document also contains information about construction
FHWA Mobile Concrete Trailer (MCT)
FHWA Mobile Concrete Trailer (MCT) Jagan Gudimettla, P.E. ATI Inc., Consultant to the Federal Highway Administration Office of Asset Management, Pavements, and Construction FHWA Mobile Concrete Trailer
Statement of Qualifications
Statement of Qualifications GeoTest, Inc. 2135 S. 116th Street West Allis, WI USA Geotechnical Engineering Construction Materials Testing Construction Observation and Documentation Geological and Industrial
Project Address: Name of Person Completing Form:
Statement of Inspections This form is provided as a way to list aspects of the project that require special inspection and testing in accordance with IBC Sections 107.1, 1704, and 1705 and define duties
Structural Tests and Special Inspections Form. Inspection of Fabricators (1704.2)
Inspection of Fabricators (1704.2) Furnish inspection reports (1704.2.1) - Fabricators that have not been approved Provide a Certificate of Compliance (1704.2.2) - Approved Fabricators Steel Construction
AAPA Facilities and Engineering Seminar. Robert Tolsma PE, PPM, D.PE Division Manager Atkins North America San Diego, CA Oct 22, 2015
AAPA Facilities and Engineering Seminar Robert Tolsma PE, PPM, D.PE Division Manager Atkins North America San Diego, CA Oct 22, 2015 Realizing the Value of Port Infrastructure Reinvestment Through Life
UNKNOWN BRIDGE FOUNDATIONS R AKESH A N T H O N Y K H A N, P E E N G I N E E R I N G M A N A G E R, H E AV Y C I V I L G ROUP
UNKNOWN BRIDGE FOUNDATIONS R AKESH A N T H O N Y K H A N, P E E N G I N E E R I N G M A N A G E R, H E AV Y C I V I L G ROUP OVERVIEW» Company History» NDE Methods» Select application cases» Program history
A BRIEF STATE-OF-THE-ART REVIEW OF PNEUMATICALLY APPLIED CONCRETE OR MORTAR (SHOTCRETE)
183 A BRIEF STATE-OF-THE-ART REVIEW OF PNEUMATICALLY APPLIED CONCRETE OR MORTAR (SHOTCRETE) Marvin H. Hilt()n Senior Research Scientist Virginia Transportati()n Research C()uncil (A Co()perative Organizati()n
Tensile Bond Between Substrate Concrete and Normal Repairing Mortar under Freeze Thaw Cycles
4 th International Conference on the Durability of Concrete Structures 24 26 July 2014 Purdue University, West Lafayette, IN, USA Abstract Tensile Bond Between Substrate Concrete and Normal Repairing Mortar
International Symposium Non-Destructive Testing in Civil Engineering (NDT-CE) September 15-17, 2015, Berlin, Germany
More Info at Open Access Database www.ndt.net/?id=18374 NON-DESTRUCTIVE EVALUATION OF WOOD MOISTURE CONTENT USING GPR TECHNIQUE EFFECT OF FIBER DIRECTION AND WOOD TYPE Tien Chinh. MAI 1, Zoubir Mehdi SBARTAΪ
ASSESSMENT OF CRACK ACTIVITY BY ACOUSTIC EMISSION IN CONCRETE STRUCTURES
12 th A-PCNDT 2006 Asia-Pacific Conference on NDT, 5 th 10 th Nov 2006, Auckland, New Zealand ASSESSMENT OF CRACK ACTIVITY BY ACOUSTIC EMISSION IN CONCRETE STRUCTURES Dong-Jin Yoon, Philip Park Safety
Sulfur Pits On-Line/Off-Line Evaluation Approach
Sulfur Pits On-Line/Off-Line Evaluation Approach By: Thomas Kline Director, Investigate Design Build Services STRUCTURAL TECHNOLOGIES Understanding subsurface Civil Infrastructure has always been a challenge,
Application of Passive Infrared Thermography for the Detection of Defects in Concrete Bridge Elements
Application of Passive Infrared Thermography for the Detection of Defects in Concrete Bridge Elements Tarek Omar, PhD Candidate Department of Civil and Environmental Engineering Western University London,
Geotechnical Engineering Software GEO5
Geotechnical Engineering Software GEO5 GEO5 software suite is designed to solve various geotechnical problems. The easy -to -use suite consists of individual programs with an unified and user-friendly
The designer shall also submit additional information required by the University as described and underlined below.
I. Structural Engineering Submissions The designer shall submit all information required by the State Construction Office (SCO) as described in the State Construction Manual Chapter 300 - Project Design
CORROSION MONITORING IN REINFORCED CONCRETE BY ACOUSTIC EMISSION
Abstract CORROSION MONITORING IN REINFORCED CONCRETE BY ACOUSTIC EMISSION MASAYASU OHTSU and YUICHI TOMODA Kumamoto University, 2-39-1 Kurokami, Kumamoto 860-8555, JAPAN Cracking of concrete due to corrosion
Statement of Special Inspections Michigan Building Code 2012 (MBC 2012)
Gaines Charter Township 8555 Kalamazoo Ave SE Caledonia MI 49316 PH: 616 698-6640 Fax: 616 698-2490 www.gainestownship.org Building Department Statement of Special Inspections Michigan Building Code 2012
STRUCTURES SPECIFICATIONS FOR BRIDGE CONSTRUCTION ISSUES. John Westphal, P.E. State Construction Office January 2017
STRUCTURES SPECIFICATIONS FOR BRIDGE CONSTRUCTION ISSUES John Westphal, P.E. State Construction Office January 2017 Introduction Discuss Defective Materials, as defined within the Specifications Recent
Advice Notes on the Non- Destructive Testing of Road Structures
Advice Notes on the Non- Destructive Testing of Road Structures AM-STR-06018 AM Asset Management & Maintenance Standards TRANSPORT INFRASTRUCTURE IRELAND (TII) PUBLICATIONS About TII Transport Infrastructure
Great Lakes District
Great Lakes District Gregory D. Carnaghi, PE Senior Structural Engineer Detroit, Michigan 586-782-9293 gcarnaghi@uis-usa.com EDUCATION: Lawrence Technological University Southfield, Michigan Bachelors
Dynamic Pile Load Testing. James A. Baigés, PE September 3, 2015
Dynamic Pile Load Testing James A. Baigés, PE September 3, 2015 Pile Design Outline Ø Project Scope Ø Subsoil Exploration Program- Ø Site Geology, Aerial Photo interpretation stereo pairs Ø Ø Ø SPT, CPT,
Other Major Component Inspection III
Other Major Component Inspection III Nondestructive Evaluation of Reinforced Concrete Components of Nuclear Power Plants D. Algernon, H. Ernst SVTI Swiss Association for Technical Inspections, Switzerland
Module 8: Composite Testing Lecture 36: Quality Assessment and Physical Properties. Introduction. The Lecture Contains
Introduction In the previous lecture we have introduced the needs, background and societies for mechanical testing of composites. In this lecture and subsequent lectures we will see principles for the
Kicking Horse Cantilever Structure. Bruce Hamersley, P.Eng., Klohn Crippen Berger Ltd. Keith Mitchell, P.Eng., Klohn Crippen Berger Ltd.
Kicking Horse Cantilever Structure Bruce Hamersley, P.Eng., Klohn Crippen Berger Ltd. Keith Mitchell, P.Eng., Klohn Crippen Berger Ltd. Brian Borton, P. Eng., Klohn Crippen Berger Ltd. Paper prepared for
Portable Hardness Tester NOVOTEST T-D1
NOVOTEST of Ukraine, founded in 2009, is a leading manufacturer in Ukraine of high quality portable instruments for non-destructive testing of materials such as concrete, metal or polymeric materials.
The following excerpt are pages from the Hilti North America Post- Installed Reinforcing Bar Guide.
The following excerpt are pages from the Hilti North America Post- Installed Reinforcing Bar Guide. Please refer to the publication in its entirety for complete details on this topic including data development,
Reading assignment. Nondestructive evaluation (NDE) Nondestructive testing (NDT) Penetrant. Conventional NDE mthods. Topic 7
Reading assignment Nondestructive evaluation (NDE) Topic 7 Notes on Nondestructive Evaluation in the course website. Sec. 8.2, 8.3 and 8.4, William Callister, Materials Science and Engineering, 6 th Ed.
Acoustics and Ultrasonics for Downhole Oil and Gas Logging
Acoustics and Ultrasonics for Downhole Oil and Gas Logging Eric Molz MSS Piezo Technologies 2015 Meggitt PLC. Presentation Roadmap Method of Well Drilling Method of Well Completion Questions Sonic Formation
DIVISION 31 EARTHWORK 2006 Edition, Published January 1, 2006; Division Revision Date: January 31, 2012
2006 Edition, Published January 1, 2006; Division Revision Date: January 31, 2012 PART FIVE DOCUMENTS FOR SITE AND INFRASTRUCTURE 31 00 00. EARTHWORK 31 10 00. SITE CLEARING.1 STRUCTURE REMOVAL: Include
Bridge Asset Management City of Battle Creek Planning and Projects
Bridge Asset Management City of Battle Creek Planning and Projects Michigan Bridge Conference, March 20, 2013 Gregory B. Rickmar P.E., Public Works Department, City of Battle Creek Alan Halbeisen, P.E.
Pennsylvania Department of Transportation Bureau of Planning and Research Project Contract No. 355I01 / Project No
Pennsylvania Department of Transportation Bureau of Planning and Research Project Contract No. 55I01 / Project No. 070202 Inspection Methods & Techniques to Determine Non Visible Corrosion of Prestressing
DETECTING VOIDS IN GROUTED TENDON DUCTS OF POST-TENSIONED CONCRETE STRUCTURES USING THREE DIFFERENT METHODS
DEECING VOIDS IN GROUED ENDON DUCS O POS-ENSIONED CONCREE SRUCURES USING HREE DIEREN MEHODS Xianyan ZHOU Dr. Eng., Professor of Structural Engineering, President of Central South University of orestry
Contact Laser Ultrasonic Evaluation (CLUE) of Aerospace Materials and Parts
More International Laser Center of M.V. Lomonosov Moscow State University LASER OPTOACOUSTIC LABORATORY Contact Laser Ultrasonic Evaluation (CLUE) of Aerospace Materials and Parts Authors: Alexander A.
FINAL REPORT. Submitted to: Pennsylvania Department of Transportation (PennDOT), District Prepared by:
FINAL REPORT Strategic Highway Research Program (SHRP2) Project R06G: High-Speed Nondestructive Testing Methods for Mapping Voids, Debonding, Delaminations, Moisture, and Other Defects Behind or Within
Advantages of Incorporating Fiber Reinforced Polymers into the Earthquake Safety Program for the Bay Area Rapid Transit (BART)
Advantages of Incorporating Fiber Reinforced Polymers into the Earthquake Safety Program for the Bay Area Rapid Transit (BART) Gaetano Bologna, Manager Transportation Division, Fyfe Company Scott Arnold,
AWS B1.10:1999 An American National Standard. Guide for the Nondestructive Examination of Welds
AWS B1.10:1999 An American National Standard Guide for the Nondestructive Examination of Welds Key Words Guide, eddy current examination, magnetic particle examination, nondestructive examination, penetrant
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
Scoping & Design Project Level. By Robert J. Blight Principal Engineer Pavement Management & Technology
Scoping & Design Project Level Data Collection & Analysis By Robert J. Blight Principal Engineer Pavement Management & Technology Goals Share process Provide knowledge Identify key data Feedback Reliable
Foundation Engineering
Foundation Engineering P.C. Varghese Foundation Engineering P.C. VARGHESE Honorary Professor, Anna University, Madras Formerly, Professor and Head, Department of Civil Engineering Indian Institute of Technology
3/5/2014. Disclaimer and Waiver of Liability. Learning Objectives. Portland Cement Association
Disclaimer and Waiver of Liability W-52 Concrete Surface Defects: Causes, Prevention, and Cure. Michelle L. Wilson, FACI Director, Education Portland Cement Association www.cement.org Wednesday, March
Monitoring Of Adhesive Cure Process and Following Evaluation of Adhesive Joint Structure by Acoustic Techniques
ECNDT 006 - We... Monitoring Of Adhesive Cure Process and Following Evaluation of Adhesive Joint Structure by Acoustic Techniques Elena Yu. MAEVA, Ina SEVIARYNA, Gilbert B. CHAPMAN, Fedar M. SEVERIN University
Fundamentals of Concrete
Components Cement Water Fine Aggregate Coarse Aggregate Fundamentals of Range in Proportions Advantages of Reducing Water Content: Increased strength Lower permeability Fundamentals of Increased resistance
6.0 Concrete. C6.1 Scope
Chapter : Concrete 0 0 0.0 Concrete. Scope This chapter sets forth requirements for the Systematic Rehabilitation of concrete components of the lateral-force-resisting system of an existing building. The
Non-Destructive Testing of Drilled Shafts Current Practice and New Method
Non-Destructive Testing of Drilled Shafts Current Practice and New Method George Piscsalko PE, Pile Dynamics, Inc., Cleveland, Ohio, USA Garland Likins PE, Pile Dynamics, Inc., Cleveland, Ohio, USA Benjamin
GEOTECHNICAL RESISTANCE FACTORS
Chapter 9 GEOTECHNICAL RESISTANCE FACTORS Final SCDOT GEOTECHNICAL DESIGN MANUAL 9-i Table of Contents Section Page 9.1 Introduction... 9-1 9.2 Soil Properties... 9-2 9.3 Resistance Factors for LRFD Geotechnical
2016 Port of San Francisco Building Code
PORT CODE PROCEDURE NO. : DATE : December 5, 2012 SUBJECT : Permit Process; Inspection TITLE : Special Inspection and Structural Observation Procedures PURPOSE : The purpose of this Port Code Procedure
www.niagara-testing.com XYZ Mining Company XYZ Mine SAG Mill Gear Nondestructive Testing Report and Summary Provided by: Niagara Testing West Corporation Tucson, Arizona 85737 Steven Jacobs, Cell (520)
Michael T. Anderson, Stephen E. Cumblidge, Steven R. Doctor Pacific Northwest National Laboratory, Richland, WA, USA
THROUGH WELD INSPECTION OF WROUGHT STAINLESS STEEL PIPING USING PHASED ARRAY ULTRASONIC PROBES Michael T. Anderson, Stephen E. Cumblidge, Steven R. Doctor Pacific Northwest National Laboratory, Richland,
Mr. Paul Dunlap, California Department of Water Resources
Memorandum To: From: Mr. Paul Dunlap, California Department of Water Resources Oroville Dam Spillway Incident Independent Forensic Team Date: September 5, 2017 Re: Interim Status Memorandum Introduction
BUILDING INTEGRITY DEA SUMMARY REPORT
BUILDING INTEGRITY DEA SUMMARY REPORT SUPPLIER NAME UNITS AUDITED Opex Mills SSL2 Building 4X Generator Building 6X Generator Building Denim Generator Building Rope Denim Generator Building SSL Generator
Non-destructive. reinforced concrete. evaluation of. structures. testing methods. and Gerd Dobmann. Edited by
Non-destructive evaluation of reinforced concrete structures Volume 2: Non-destructive testing methods Edited by Christiane Maierhofer, Hans-Wolf Reinhardt and Gerd Dobmann Boca Raton Boston CRC Press
CHALLENGES AND RECOMMENDATIONS FOR QUALITY ASSURANCE OF DEEP FOUNDATIONS
CHALLENGES AND RECOMMENDATIONS FOR QUALITY ASSURANCE OF DEEP FOUNDATIONS Frank Rausche, GRL Engineers, Inc., Cleveland, Ohio, USA Garland Likins, Pile Dynamics, Inc., Cleveland, Ohio, USA Liqun Liang,
INNOVATIVE HYBRID WEARING SURFACES FOR FRP BRIDGE DECKS
16 TH INTERNATIONAL CONFERENCE ON COMPOSITE MATERIALS INNOVATIVE HYBRID WEARING SURFACES FOR FRP BRIDGE DECKS Riyad S. Aboutaha Syracuse University Keywords: FRP decks, bridge decks, wearing surfaces Abstract
A Case Study: Foundation Design in Liquefiable Site
RESEARCH ARTICLE OPEN ACCESS A Case Study: Foundation Design in Liquefiable Site Tahar Ayadat* *(Department of Civil Engineering, College of Engineering, PMU University, P.O. Box 1664, Al-Khobar, 31952,
TECHNICAL SESSION 3. Strengthening, Repair & Rehabilitation
TECHNICAL SESSION 3 Strengthening, Repair & Rehabilitation 2004 PTI Technical Session 3 T. Theryo, P. Garcia - Repair of Sunshine Skyway Bridge The Post-Tensioning Column Repair of High Level Approaches
avement Structural Evaluation: here we are and where we are oing Prof. Lynne H Irwin Cornell Local Roads Program
avement Structural Evaluation: here we are and where we are oing Prof. Lynne H Irwin Cornell Local Roads Program Points for discussion How did we get where we are? Where are we? Where do we need to go?
SECTION QUALITY CONTROL - CONSTRUCTION MANAGER EDITION
Montgomery County Public Schools Facilities DIVISION 1 - GENERAL REQUIREMENTS SECTION 01450 - QUALITY CONTROL - CONSTRUCTION MANAGER EDITION PART 1 - GENERAL 1.1 Summary: A Independent testing, inspection
High Performance Fiber Reinforced cement-based Composites
Civil and Environmental Engineering Department University of California, Berkeley, CA 94720 High Performance Fiber Reinforced cement-based Composites Claudia P. Ostertag1 and Sarah Billington2 1CEE Department,
PROJECT: TULSA COMMUNITY COLLEGE BOOKSTORE RENOVATION PROJECT NUMBER: ISSUE: CONSULTANT: SEAL: SHEET NUMBER: GENERAL NOTES
GENERAL NOTES TYPICAL DETAILS REQUIRED VERIFICATION & INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION 1. Inspection of reinforcing steel, including prestressing tendons and placement. 2.
Recent Developments in the Axial, Lateral and Torsional Response of Drilled Shaft Foundations
Recent Developments in the Axial, Lateral and Torsional Response of Drilled Shaft Foundations Armin W. Stuedlein, PhD P.E. Associate Professor Geotechnical Engineering Presentation Outline Motivation and
mortarless Design Manual Part 1 (AS 3600:2009) Section 1 Page 1 AS 3600:2009 PLAIN AND REINFORCED CONCRETE - CODE OF PRACTICE
SECTION 1. mortarless Design Manual Part 1 (AS 3600:2009) Section 1 Page 1 AS 3600:2009 PLAIN AND REINFORCED CONCRETE - CODE OF PRACTICE 1.1 Overview of AS 3600:2009 AS 3600:2009 is the latest Australian