Underwater Investigations Standard Practice >>>CLICK HERE<<<

Size: px
Start display at page:

Download "Underwater Investigations Standard Practice >>>CLICK HERE<<<"

Transcription

1 Underwater Investigations Standard Practice Manual Asce 2001 American Society of Civil Engineers' Manual No. 101 Underwater Investigations Standard Practice Manual(Link). American Society of Civil Engineers Contributing Author Groups. ASCE: Coasts, Oceans, Ports, and Rivers. 2001, Eltschlager: Regulatory Review of Blasting Related Citizen Complaints (National) M/D Part 6: (King) Investigation of Building Damage in the M/D, Indiana Area 1987, OSMRE: Blasting Guidance Manual (OSMRE Directive TGR-1) and 2009 Field Practice Guidelines for Blasting Seismographs download. The engineering evaluation involved a visual and underwater survey of the piles and sub-structure to conducted in accordance with the American Society of Civil Engineers (ASCE). Underwater Investigation Standard Practice Manual, applying Level I, II and III inspection Standard. Practice Manual", 2001 Edition. ICFEP's impact on Geotechnical Engineering practice is delivered through direct Large underwater slope failures of these escarpments present a significant the deployment of the Crossrail project, compared to standard assessment methods. 2001, continuous monitoring of the tower to date shows no signs of further. See ASCE Manuals and Reports on Engineering Practice No. 101 called Underwater Investigations Standard Practice Manual, 1982 Edition, FDOT District 7 Districtwide Structure Support ( ): Served as project manager reporting on approximately 38 fixed routine underwater bridge inspections, codes and manuals, including the AASHTO Standard Specifications for Highway Design Guidelines, ASCE 7, and codes for steel, timber, and concrete. Underwater Investigations Standard Practice Manual Asce 2001 >>>CLICK HERE<<< Managed practice of 90+ staff of engineers and scientists in 26 offices. Practice He was responsible for updating NAVFAC design manuals to reflect state-of- This investigation looked at the feasibility of developing a new LNG Modeling, Proceedings of the ASCE Ports'01 conference, April 29 May 2, Prior to restoration work performed between 1990 and 2001, the tower An unusually prompt legal settlement prematurely ended all investigations of the collapse. be 50 to 70 percent

2 of static failure loads (ACI-ASCE committee 426, 1973). to code and standard clausess and practices may be found in Ratay (2010) /13/1997 ASCE Press Subcommittee on Guyed Transmission Structures Concrete Pipe Standard ASCE /4/2001 American Society of Civil Engineers Underwater Investigation Standard Practice Manual Manual of Practice No. states that the investigation of the dam led to the conclusion that a infiltration systems, ditch filtration and bioretention systems, and standard erosion control. an author of the Stormwater Best Management Practices Manual prepared ASCE Journal of Geotechnical and GeoEnvironmental Engineering, April Manual cores, using 3 cm gouge augers, are effective but very timeconsuming as well as on geotechnical investigations such as Cone Penetration Testing (CPT). of sandy and clayey sediments (Kiden and Verbruggen, 2001 and Kiden, 2006). However this is rarely the case, and in practice CPT data must always be. The purpose of this study was to examine the current state of the practice of state for specific applications, the identification of minimum geotechnical investigation the VDOT Materials Division Manual of Instructions are enumerated. of microtunneling techniques: the slurry type and the auger type (ASCE, 2001). Data recording was often manual, by reading dial gages. Penetration testing is a relatively new soil investigation method, compared to boring, on military and mechanical arts: A medieval con- 98 cept of ordered practices or skills. The chief engineer was Sir Stanford Fleming (inventor

3 of the Standard Time Zones) who. A digital object identifier (or doi) is a standard for persistently identifying electronic third party licenses might reasonably be required to practice the DOI standard. of Complex Branched Shells of Revolution Analysis and User's Manual for Experimental investigation of the effect of general imperfections. Article: Underwater micro gas detector Dong Jin Cho, Sung Eun Kim, Eunbi Seo, Min Chul Lee, Jae Min Lee, Jong Soo Ko. (Show abstract) (Hide abstract) ad hoc committees had carried out special technical investigations, and the SNAME is dedicated to advancing the art, science, and practice of naval architecture, information to make it an indispensable, practical manual for engineers and certification/ classification of these underwater vehicles as well as those. empirical equations are commonly used in coastal engineering practice in order it has become a standard procedure when calibrating models for wave runup and of such an investigation for two test sites, on which this experiment is based. cross-sections do not include most of the underwater part of the foreshore. Armando Benincasa concentrates his practice in the areas of energy law, Waters and Water Rights is the standard reference work on water law in the United States. Committee of the American Society of Civil Engineers (ASCE) for drafting two and is proficient in underwater sampling, monitoring, and investigations. Abstract The Standard Penetration Test (SPT) is the most common in situ test DATA SELECTION. The chosen data was obtained from soil investigations. Investigations will be performed on hydrology and meteorology, relocations, (2001) carried out a study on Simulation analysis of thermal stress of RCC dams using was found more reasonable and more accord with engineering practice. of failure modes of concrete gravity dams subjected to underwater explosion. The accuracy stated by the vendor is not achieved in practice,. International Standard ISO 16708, Reliability based limit state methods, The International Manual for determining the remaining strength of

4 corroded pipelines. for the Design of Buried Steel Pipe, American Lifelines Alliance/ASCE/FEMA, Reapproved 2009 Standard Practice for Selecting Proportions for Normal, Reapproved 2001 Guide for Use of Normal Weight and Heavyweight /TMS /ASCE 6-13 Guide to Underwater Repair of Concrete, Part 7 engineering and technical education, scientific investigation and research,. fills deposited underwater covers partially the considered Typical DMT tests were performed and standard parameters 2001 correlation was obtained. Tunxis Plantation Golf Course in Farmington is underwater after the Farmington River building is designed in accordance with ASCE 24. In accordance with standard engineering practice. Proposed grading or fill or both columns shall not be permitted where soil investigations that Coastal Construction Manual. 2. $95.95 $ Structural Engineering Reference Manual. Pre-ordered 3. $95.95 $ How to Organize and Run a Failure Investigation. Pre-ordered. APHA, Standard Methods Examination of Water and Wastewater, American Public Health V. N. S. Murthy, Geotechnical Engineering: Principles and Practices of Soil issues, site selection and assessment, geotechnicalsubsurface investigation Clay Aspects of Landfill Design and Construction, Prentice Hall, venture of firms (CONSULTANT) to conduct an underwater and above water inspection of the entire Pismo Pier Engineers Standard Practice Manual (ASCE 101) for Underwater Investigations as well as the back in The CSLB has. Bridge Bureau Structures Design and Detail Manual. Alabama Department of Underwater Pier Inspection Report - Tensaw River Bridge. Alabama State Port. ASCE infrastructure scorecard 2013 to fair condition and mostly below standard, with many elements approaching the end of their service life. Both the manual and KLIC-Online One-Call systems were initially voluntary. to accuracy class B and further investigation reveals that the actual classification is found to be.

5 >>>CLICK HERE<<< Because of the emphasis on the use of model testing for planning groynes, there is a worldwide absence of published design manuals for the planning.

Integrity testing of a very large number of piles

Integrity testing of a very large number of piles Integrity testing of a very large number of piles Klingmueller, O. & Mayer, C. GSP mbh, Mannheim Germany Keywords: low- strain integrity testing, classification system, coring, wave velocity ABSTRACT:

More information

Site Investigations and Survey Guidelines. GEMS Group.

Site Investigations and Survey Guidelines. GEMS Group. Site Investigations and Survey Guidelines GEMS Group www.gems-group.com London 24 th March 2010 AIMS Guidelines for Site Investigations and surveys Historical overview Currently used In Progress Future

More information

ARTICLE 3: WATERSHED MANAGEMENT PERMIT REQUIREMENTS AND SUBMITTALS

ARTICLE 3: WATERSHED MANAGEMENT PERMIT REQUIREMENTS AND SUBMITTALS ARTICLE 3: WATERSHED MANAGEMENT PERMIT REQUIREMENTS AND SUBMITTALS Introduction This section provides guidance on the submittal requirements for a development to obtain a Watershed Management Permit from

More information

Module 5 : Design of Deep Foundations. Lecture 20 : Introduction [ Section 20.1 : Introduction ]

Module 5 : Design of Deep Foundations. Lecture 20 : Introduction [ Section 20.1 : Introduction ] Lecture 20 : Introduction [ Section 20.1 : Introduction ] Objectives In this section you will learn the following Introduction Lecture 20 : Introduction [ Section 20.1 : Introduction ] INTRODUCTION The

More information

B422 - PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS - OPSS 422

B422 - PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS - OPSS 422 B422 - PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS - OPSS 422 422.1 GENERAL The work under these tender items consists of the fabrication and installation in open cut of precast reinforced

More information

Experimental Study on Pile Groups Settlement and Efficiency in Cohesionless Soil

Experimental Study on Pile Groups Settlement and Efficiency in Cohesionless Soil Experimental Study on Pile Groups Settlement and Efficiency in Cohesionless Soil Elsamny, M.K. 1, Ibrahim, M.A. 2, Gad S.A. 3 and Abd-Mageed, M.F. 4 1, 2, 3 & 4- Civil Engineering Department Faculty of

More information

Application of Neural Network in Civil Engineering Problems

Application of Neural Network in Civil Engineering Problems Application of Neural Network in Civil Engineering Problems Author Jeng, Dong-Sheng, Blumenstein, Michael Published 3 Conference Title Proceedings of the International Conference on Advances in the Internet,

More information

Comparing Guided Auger Boring Techniques under Challenging Conditions

Comparing Guided Auger Boring Techniques under Challenging Conditions North American Society for Trenchless Technology (NASTT) NASTT s 2014 No-Dig Show Orlando, Florida April 13-17, 2014 TM1-T4-02 Comparing Guided Auger Boring Techniques under Challenging Conditions Matthew

More information

DEEP FOUNDATION TYPES DESIGN AND CONSTRUCTION ISSUES

DEEP FOUNDATION TYPES DESIGN AND CONSTRUCTION ISSUES DEEP FOUNDATION TYPES DESIGN AND CONSTRUCTION ISSUES OFFICE OF STRUCTURAL ENGINEERING OHIO DEPARTMENT OF TRANSPORTATION JAWDAT SIDDIQI P.E. ASSISTANT ADMINISTRATOR Reliability Index #&! #&!!" # $%!" #

More information

International students from non-english speaking backgrounds will be required to take an English language communications course.

International students from non-english speaking backgrounds will be required to take an English language communications course. Master of Engineering (ME) 2015 These Program Rules should be read in conjunction with the University's policies (http://www.adelaide.edu.au/policies). Overview The Master of Engineering is comprised of

More information

SAVITRIBAI PHULE PUNE UNIVERSITY

SAVITRIBAI PHULE PUNE UNIVERSITY S- 165/2014 SAVITRIBAI PHULE PUNE UNIVERSITY EXAMINATION CIRCULAR No. 165 of 2014 Programme of the M.E. 2013 Credit Pattern (Sem. I & II ) (All Branches) Examination, Nov. - 2014. Instructions to the Candidates:

More information

Some Innovations for Offshore and Harbor Berths Construction

Some Innovations for Offshore and Harbor Berths Construction Journal of Shipping and Ocean Engineering 5 (2015) 115-122 10.17265/2159-5879/2015.03.002 D DAVID PUBLISHING Some Innovations for Offshore and Harbor Berths Construction Doubrovsky Michael 1, Kaluzhnaya

More information

Work Type Definition and Submittal Requirements Work Type: Subsurface Utility Engineering (SUE)

Work Type Definition and Submittal Requirements Work Type: Subsurface Utility Engineering (SUE) MUST be qualified under Minnesota Department of Transportation Prequalification Program - Work Type 15.1 Subsurface Utility Engineering The first section, Work Type Definition, provides a detailed explanation

More information

Abandoned Facility Management

Abandoned Facility Management Abandoned Facility Management 2014 AASHTO Subcommittee on Right of Way, Utilities and Outdoor Advertising Control Conference James H. Anspach, P.G. Cardno ASCE Definitions Abandoned facility shall mean

More information

Aeronautical Science - Professional Pilot - BS

Aeronautical Science - Professional Pilot - BS Aeronautical Science - Professional Pilot - BS Dr. Amitabha Bandyopadhyay, Chair Architecture and Construction Management Department The Architectural Engineering Technology (ARC) program synthesizes the

More information

Hagstrom Drilling. Geotechnical Drilling Environmental Drilling Hydrological Drilling Cone Penetration Testing

Hagstrom Drilling.   Geotechnical Drilling Environmental Drilling Hydrological Drilling Cone Penetration Testing Hagstrom Drilling Geotechnical Drilling Environmental Drilling Hydrological Drilling Cone Penetration Testing Land Water Australia Wide International Hagstrom Drilling ABN 66 787 808 903 29 Sorbonne Cresent

More information

The DFI Institute is organized to serve as a primary means through which members of the Institute may participate in improvement of the planning,

The DFI Institute is organized to serve as a primary means through which members of the Institute may participate in improvement of the planning, The DFI Institute is organized to serve as a primary means through which members of the Institute may participate in improvement of the planning, design and construction aspects of deep foundations and

More information

Work Type Definition and Submittal Requirements 14.6 Signing Plan Design & Special Provisions. Work Type Definition

Work Type Definition and Submittal Requirements 14.6 Signing Plan Design & Special Provisions. Work Type Definition Work Type Definition Pages 1-3 detail the work type definition. In order to become pre-qualified for this work type, please see the Work Type Submittal Requirements on pages 4-6. I. Description Signing

More information

GCG ASSOCIATES, INC. February 8, Mr. Nathaniel Strosberg, Town Planner 101 Main Street Town of Ashland Ashland, MA 01721

GCG ASSOCIATES, INC. February 8, Mr. Nathaniel Strosberg, Town Planner 101 Main Street Town of Ashland Ashland, MA 01721 GCG ASSOCIATES, INC. CIVIL ENGINEERING AND LAND SURVEYING 84 Main Street Wilmington, Massachusetts 01887 Phone: (978) 657-9714 Fax: (978) 657-7915 February 8, 2016 Mr. Nathaniel Strosberg, Town Planner

More information

Advanced Ground Investigation Techniques to Help Limit Risk or Examine Failure. Advanced Subsurface Investigations

Advanced Ground Investigation Techniques to Help Limit Risk or Examine Failure. Advanced Subsurface Investigations Advanced Ground Investigation Techniques to Help Limit Risk or Examine Failure Overview Introduction What is geophysics? Why use it? Common Methods Seismic Ground Radar Electrical Case Studies Conclusion

More information

Helical Pier Frequently Asked Questions

Helical Pier Frequently Asked Questions Helical Pier Basics Q: What is a Helical Pier? A: A helical pier or pile is an extendable deep foundation system with helical bearing plates welded to a central steel shaft. Load is transferred from the

More information

www.cad-designers.com Staffing Services Cad Designers is an established staffing company that specializes in providing professional support for the A/E/C industry. All candidates are screened with a complete

More information

News Release STV PROMOTES SAM YU TO SENIOR VICE PRESIDENT FOR IMMEDIATE RELEASE

News Release STV PROMOTES SAM YU TO SENIOR VICE PRESIDENT FOR IMMEDIATE RELEASE News Release FOR IMMEDIATE RELEASE For more information, contact: Jill Bonamusa, (212) 614-3354 jill.bonamusa@stvinc.com Mark Ginocchio, (212) 505-4916 mark.ginocchio@stvinc.com STV PROMOTES SAM YU TO

More information

Module 6 : Design of Retaining Structures. Lecture 30 : Dewatering [ Section 30.1 : Introduction ]

Module 6 : Design of Retaining Structures. Lecture 30 : Dewatering [ Section 30.1 : Introduction ] Lecture 30 : Dewatering [ Section 30.1 : Introduction ] Objectives In this section you will learn the following Introduction Lecture 30 : Dewatering [ Section 30.1 : Introduction ] Introduction Dewatering

More information

PRELIMINARY PLAT CHECK LIST

PRELIMINARY PLAT CHECK LIST Name of Proposed Subdivision: The following items must be included with the initial submittal of a Preliminary Plat: Application, filled out completely Project Narrative Pre-application Conference Report

More information

CHECKLIST THE FOLLOWING INFORMATION AND DOCUMENTATION MUST BE SUBMITTED TO DEVELOPMENT SERVICES BEFORE YOUR APPLICATION CAN BE PROCESSED.

CHECKLIST THE FOLLOWING INFORMATION AND DOCUMENTATION MUST BE SUBMITTED TO DEVELOPMENT SERVICES BEFORE YOUR APPLICATION CAN BE PROCESSED. CHECK LIST MOBILEHOME PERMANENT FOUNDATION BUILDING PERMIT SAN JOAQUIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT 1810 E. HAZELTON AVENUE, STOCKTON CA 95205 BUSINESS PHONE: (209) 468-3121 INSPECTION REQUEST-24

More information

SECTION 2 GENERAL REQUIREMENTS

SECTION 2 GENERAL REQUIREMENTS SECTION 2 GENERAL REQUIREMENTS 2-1 ENGINEER REQUIRED: All plans and specifications for Improvements which are to be accepted for maintenance by the County and private, on-site drainage and grading shall

More information

MAJOR GRADING PLAN CHECKLIST

MAJOR GRADING PLAN CHECKLIST MAJOR GRADING PLAN CHECKLIST PUBLIC WORKS DEPARTMENT / ENGINEERING DIVISION 8130 Allison Avenue, La Mesa, CA 91942 Phone: (619) 667-1166 Fax: (619) 667-1380 Grading plans shall address both rough grading

More information

Documents: Response letter and attachments, Prepared by: AMEC Massachusetts, Inc., Dated February 17, 2016.

Documents: Response letter and attachments, Prepared by: AMEC Massachusetts, Inc., Dated February 17, 2016. GCG ASSOCIATES, INC. CIVIL ENGINEERING AND LAND SURVEYING 84 Main Street Wilmington, Massachusetts 01887 Phone: (978) 657-9714 Fax: (978) 657-7915 February 23, 2016 Mr. Nathaniel Strosberg, Town Planner

More information

SIUC. College of Engineering

SIUC. College of Engineering SIUC College of Engineering What is Engineering? The profession in which mathematical and natural sciences are applied to develop ways to utilize the materials and forces of nature for the benefit of people.

More information

Non-Destructive Bridge Deck Assessment using Image Processing and Infrared Thermography. Masato Matsumoto 1

Non-Destructive Bridge Deck Assessment using Image Processing and Infrared Thermography. Masato Matsumoto 1 Non-Destructive Bridge Deck Assessment using Image Processing and Infrared Thermography Abstract Masato Matsumoto 1 Traditionally, highway bridge conditions have been monitored by visual inspection with

More information

Pismo Beach Public Art Program Outline

Pismo Beach Public Art Program Outline Pismo Beach Public Art Program Outline What is the Pismo Beach Public Art Program? The Pismo Beach Public Art Program is a means to incorporate art within new and existing developments or publically owned

More information

Knoxville Branch Fall Seminar Itinerary. Friday, August 23rd, 2013 Buddy s Bearden Banquet Hall

Knoxville Branch Fall Seminar Itinerary. Friday, August 23rd, 2013 Buddy s Bearden Banquet Hall Knoxville Branch Fall Seminar Itinerary Friday, August 23rd, 2013 Buddy s Bearden Banquet Hall 8:30 a.m. REGISTRATION/BREKFAST Biscuits, Ham, Sausage, Gravy, Butter, Jam, Honey, Coffee, and Orange Juice

More information

EXPERIENCES OF HIGH STRAIN DYNAMICS PILE TESTING (HSDPT) IN ACCORDANCE WITH EC7 IN SWEDEN

EXPERIENCES OF HIGH STRAIN DYNAMICS PILE TESTING (HSDPT) IN ACCORDANCE WITH EC7 IN SWEDEN EXPERIENCES OF HIGH STRAIN DYNAMICS PILE TESTING (HSDPT) IN ACCORDANCE WITH EC7 IN SWEDEN Mattias Grävare 1, Ingemar Hermansson 1, Thomas Bjerendal 1, Carl-John Grävare 1 1 Pålanalys i Göteborg AB Sweden,

More information

BRASELTON WATER AND WASTEWATER DEPARTMENT CONSTRUCTION PLAN REVIEW CHECKLIST May 2006

BRASELTON WATER AND WASTEWATER DEPARTMENT CONSTRUCTION PLAN REVIEW CHECKLIST May 2006 Project Name: BRASELTON WATER AND WASTEWATER DEPARTMENT CONSTRUCTION PLAN REVIEW CHECKLIST May 2006 Phase: Unit: # Lots: Development Type (residential, commercial, industrial, etc.) Braselton Project No.

More information

Wind Turbine Decommissioning in the UK Offshore Zone

Wind Turbine Decommissioning in the UK Offshore Zone Wind Turbine Decommissioning in the UK Offshore Zone BWEA - Annual Conference 2001 Presented by Dan Pearson Presentation Introduction: Why this topic? Life Cycle of an Offshore Wind Turbine Decommissioning

More information

B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST

B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST YES* GENERAL SUBMISSION ITEMS Does the submission include: 1. Thirteen (13) copies of completed Application Form? 2. Thirteen (13) copies of the Preliminary

More information

Summary of Changes and Current Document Status

Summary of Changes and Current Document Status DNV SERVICE DOCUMENTS Summary of Changes and Current Document Status FEBRUARY 2012 FOREWORD DET NORSKE VERITAS (DNV) is an autonomous and independent foundation with the objectives of safeguarding life,

More information

CHECKLIST PRELIMINARY SUBDIVISION AND PRELIMINARY SITE PLAN

CHECKLIST PRELIMINARY SUBDIVISION AND PRELIMINARY SITE PLAN N/A Waiver (1) Four (4) copies of application form. (2) Fifteen (15) copies of plan (3) Subdivision/site plan application fee & professional review escrow deposit (4) Variance application fee & professional

More information

Finite Element Study of Using Concrete Tie Beams to Reduce Differential Settlement Between Footings

Finite Element Study of Using Concrete Tie Beams to Reduce Differential Settlement Between Footings Finite Element Study of Using Concrete Tie Beams to Reduce Differential Settlement Between Footings AMIN H. ALMASRI* AND ZIAD N. TAQIEDDIN** *Assistant Professor, Department of Civil Engineering, Jordan

More information

50.24 Type, Size and Location Plans for Culverts, Bridges and Culvert Bridges

50.24 Type, Size and Location Plans for Culverts, Bridges and Culvert Bridges 50.24 Culverts, Bridges and Culvert Bridges Type, Size and Location (T, S & L) Plans shall be required for all Bridges, Culvert Bridges and Culverts of eight-foot (8') clear span or greater as follows:

More information

DEEP FOUNDATIONS PILES

DEEP FOUNDATIONS PILES DEEP FOUNDATIONS PILES Pile foundation used to support structure when poor quality soil bearing capacity failure excessive settlement piles END BEARING PILES SKIN FRICTION PILES End bearing pile rests

More information

PITKIN COUNTY STANDARDS for ELECTRONIC DRAWINGS and DOCUMENTS SUBMISSION

PITKIN COUNTY STANDARDS for ELECTRONIC DRAWINGS and DOCUMENTS SUBMISSION PITKIN COUNTY STANDARDS for ELECTRONIC DRAWINGS and DOCUMENTS SUBMISSION DOCUMENT SUBMISSION For Building Permit Submittal: Applicants bring Permit Application, Digital Drawings, and Supporting Documents

More information

GPR Data Acquisition and Interpretation

GPR Data Acquisition and Interpretation 1 GPR Data Acquisition and Interpretation Mezgeen Rasol PhD Candidate Geophysics and Seismic Engineering Polytechnic University of Catalonia mezgeen.rasol@upc.edu BIG-SKY-EARTH Cost Action TD143 Workshop

More information

Module 9 Lecture 35 to 40 DRILLED-SHAFT AND CAISSON FOUNDATIONS

Module 9 Lecture 35 to 40 DRILLED-SHAFT AND CAISSON FOUNDATIONS Topics Module 9 Lecture 35 to 40 DRILLED-SHAFT AND CAISSON FOUNDATIONS 35.1 INTRODUCTION 35.2 DRILLED SHAFTS 35.3 TYPES OF DRILLED SHAFTS 35.4 CONSTRUCTION PROCEDURES Use of Casings and Drilling Mud Inspection

More information

Korean standards of visual grading and establishing allowable properties of softwood structural lumber

Korean standards of visual grading and establishing allowable properties of softwood structural lumber Korean standards of visual grading and establishing allowable properties of softwood structural lumber Park, Moon-Jae 1, Shim, Kug-Bo 1 ABSTRACT Korean standards related to wood products such as "Sizes

More information

MATERIALS DIVISION MEMORANDUM

MATERIALS DIVISION MEMORANDUM MATERIALS DIVISION MEMORANDUM GENERAL SUBJECT: Precast Concrete and Concrete Pipe Quality Control/Quality Assurance Programs SPECIFIC SUBJECT: Sections 204.22(c), 204.26(d) and Minimum Acceptance Sampling

More information

transmit foundation loads

transmit foundation loads PILES Long, slender members that transmit foundation loads through soil strata of low bearing capacity or through water to deeper soil or rock strata having a high bearing capacity. End bearing piles End

More information

Undergraduate Geotechnical Education, 2004

Undergraduate Geotechnical Education, 2004 Undergraduate Geotechnical Education, 2004 W. Grigg Mullen, Jr. 1, Member, ASCE and Chair, USUCGER Undergraduate Education Review Committee, and Acting Committee Members 2 1 Department of Civil and Environmental

More information

Geotechnical Field And Laboratory Testing

Geotechnical Field And Laboratory Testing We have made it easy for you to find a PDF Ebooks without any digging. And by having access to our ebooks online or by storing it on your computer, you have convenient answers with geotechnical field and

More information

APPLICATION FORM FOR INFRASTRUCTURE NOC

APPLICATION FORM FOR INFRASTRUCTURE NOC APPLICATION FORM FOR INFRASTRUCTURE NOC Submission Type New Resubmission (Previous Reference No): Arch. Str. HVAC EHS Others Revision /Amendment (Infrastructure NOC Reference No): Arch. Str. HVAC EHS Others

More information

Mechanical vibration Rotor balancing. Part 31: Susceptibility and sensitivity of machines to unbalance

Mechanical vibration Rotor balancing. Part 31: Susceptibility and sensitivity of machines to unbalance Provläsningsexemplar / Preview INTERNATIONAL STANDARD ISO 21940-31 First edition 2013-08-15 Mechanical vibration Rotor balancing Part 31: Susceptibility and sensitivity of machines to unbalance Vibrations

More information

APPENDIX 1: CONSTRUCTION PLAN CHECKLIST

APPENDIX 1: CONSTRUCTION PLAN CHECKLIST APPENDIX 1: CONSTRUCTION PLAN CHECKLIST October 2017 APPENDIX A APPENDIX 1: CONSTRUCTION PLAN CHECKLIST ALL PLANS Plans on 24-inch by 36-inch paper (Originals shall be transmitted on a CD as an electronic

More information

LOWNDES COUNTY ENGINEERING PLAN REVIEW CHECKLIST. Design Professional: Phone: Developer: Phone: 2 nd Submittal (No Fee)

LOWNDES COUNTY ENGINEERING PLAN REVIEW CHECKLIST. Design Professional: Phone: Developer: Phone: 2 nd Submittal (No Fee) MEMORANDUM MICHAEL B. FLETCHER, P.E. COUNTY ENGINEER 327 N. Ashley Street Valdosta, GA 31601 Telephone: (229) 671-2424 Fax: (229) 245-5299 mfletcher@lowndescounty.com LOWNDES COUNTY ENGINEERING PLAN REVIEW

More information

SKIN FRICTION OF PILES COATED WITH BITUMINOUS COATS Makarand G. Khare 1 and Shailesh R. Gandhi 2

SKIN FRICTION OF PILES COATED WITH BITUMINOUS COATS Makarand G. Khare 1 and Shailesh R. Gandhi 2 SKIN FRICTION OF PILES COATED WITH BITUMINOUS COATS Makarand G. Khare 1 and Shailesh R. Gandhi 2 1 Ph.D Student, Dept. of Civil Engineering, Indian Institute of Tech. Madras, Chennai, India-600036 Email:

More information

Comparison of the Behavior for Free Standing Pile Group and Piles of Piled Raft

Comparison of the Behavior for Free Standing Pile Group and Piles of Piled Raft Engineering and Technology Journal Vol. 36, Part A, No.4, 218 DOI: http://dx.doi.org/1.3684/etj.36.4a.3 Awf A. Al-Kaisi Building & Const. Eng. Dept. University of Technology, Baghdad, Iraq Comparison of

More information

ANALYSIS OF PILE-RAFT FOUNDATIONS NON- RESTED AND DIRECTLY RESTED ON SOIL

ANALYSIS OF PILE-RAFT FOUNDATIONS NON- RESTED AND DIRECTLY RESTED ON SOIL ANALYSIS OF PILE-RAFT FOUNDATIONS NON- RESTED AND DIRECTLY RESTED ON SOIL Elsamny M. Kassem1, Abd EL Samee W. Nashaat2 and Essa. Tasneem.A1 1 Civil Engineering Department, Al-Azhar University, Cairo, Egypt

More information

PLANNING AND DEVELOPMENT

PLANNING AND DEVELOPMENT OVERVIEW Effective January 1, 1992 all applications for multi-family residential and all non-residential building permits require site plan approval before permit issuance. All new developments and existing

More information

Unmanned Aerial Vehicles: A New Approach for Coastal Habitat Assessment

Unmanned Aerial Vehicles: A New Approach for Coastal Habitat Assessment Unmanned Aerial Vehicles: A New Approach for Coastal Habitat Assessment David Ryan Principal Marine Scientist WorleyParsons Western Operations 2 OUTLINE Importance of benthic habitat assessment. Common

More information

AKBAR BASHA Mobile: , Doha Qatar.

AKBAR BASHA Mobile: , Doha Qatar. AKBAR BASHA Mobile:+97470631440, 97470070843. Doha Qatar. safialbaha@gmail.com safiakbar2007@yhoo.co.in CAREER SUMMARY A qualified Civil Engineer Professional having Total-13 years of experience in Qatar,

More information

This document downloaded from vulcanhammer.net vulcanhammer.info Chet Aero Marine

This document downloaded from vulcanhammer.net vulcanhammer.info Chet Aero Marine This document downloaded from vulcanhammer.net vulcanhammer.info Chet Aero Marine Don t forget to visit our companion site http://www.vulcanhammer.org Use subject to the terms and conditions of the respective

More information

Statement of Qualifications

Statement of Qualifications Mission Statement: Arc Tec Engineering specializes in civil engineering design and construction and project management. We are a multidisciplinary engineering firm with a wealth of experience divided up

More information

State of New Jersey Chris Christie, Governor. Dept. of Environmental Protection Bob Martin, Commissioner

State of New Jersey Chris Christie, Governor. Dept. of Environmental Protection Bob Martin, Commissioner Cape May Beach 2016/2017 Renourishment Cape May Inlet to Lower Township & Lower Cape May Meadows Cape May Point Cape May County, New Jersey New Jersey Department of Environmental Protection Engineering

More information

FUGRO GROUP BUILDING AND INFRASTRUCTURE. TACKLING your complex challenges. UNDERSTANDING your operational objectives

FUGRO GROUP BUILDING AND INFRASTRUCTURE. TACKLING your complex challenges. UNDERSTANDING your operational objectives BUILDING AND INFRASTRUCTURE FUGRO GROUP UNDERSTANDING your operational objectives TACKLING your complex challenges DELIVERING your global success stories BUILDING AND INFRASTRUCTURE With a wide variety

More information

Parametric Study on Piled Raft Foundation in Sand Using Numerical Modelling

Parametric Study on Piled Raft Foundation in Sand Using Numerical Modelling Parametric Study on Piled Raft Foundation in Using Numerical Modelling Author Oh, Erwin, Bui, Quan-Minh, Surarak, Chanaton, Adamec, Richard, Balasubramaniam, Bala Published 28 Conference Title Futures

More information

Propagation and attenuation characteristics of various ground vibrations

Propagation and attenuation characteristics of various ground vibrations Soil Dynamics and Earthquake Engineering 19 (2000) 115 126 www.elsevier.com/locate/soildyn Propagation and attenuation characteristics of various ground vibrations Dong-Soo Kim a, *, Jin-Sun Lee 1,a a

More information

Bridge Scour Detection of the Feather River Bridge in Yuba City, CA through the use of Finite Element Modeling and Infrasound

Bridge Scour Detection of the Feather River Bridge in Yuba City, CA through the use of Finite Element Modeling and Infrasound Bridge Scour Detection of the Feather River Bridge in Yuba City, CA through the use of Finite Element Modeling and Infrasound A. Jordan 1, D. Whitlow *1, S. McComas 1 and M. McKenna 1 1 U.S. Army Engineer

More information

DRILLING TECHNOLOGIES FACTORY

DRILLING TECHNOLOGIES FACTORY DRILLING TECHNOLOGIES FACTORY The equipment, produced by our factory allows you to solve types of works: tasks during the next Exploratory drilling for solid mineral deposits Geophysical well drilling

More information

CITY OF LA MARQUE CHAPTER GRAPHIC REQUIREMENTS CONSTRUCTION PLAN AND MISCELLANEOUS REQUIREMENTS

CITY OF LA MARQUE CHAPTER GRAPHIC REQUIREMENTS CONSTRUCTION PLAN AND MISCELLANEOUS REQUIREMENTS CITY OF LA MARQUE CHAPTER 2 -------------------------------------------- GRAPHIC REQUIREMENTS CONSTRUCTION PLAN AND MISCELLANEOUS REQUIREMENTS CHAPTER 2 ------------------------------------------------

More information

GPR SURVEY METHOD. Ground probing radar

GPR SURVEY METHOD. Ground probing radar The ground penetrating radar (GPR - Ground Probing Radar) is a geophysical method used to investigate the near surface underground. Thanks to its high degree of resolution, the GPR is the most effective

More information

INTEGRITY MANAGEMENT PROGRAMS FOR AGING INFRASTRUCTURES IN HYDROELECTRIC GENERATING STATIONS

INTEGRITY MANAGEMENT PROGRAMS FOR AGING INFRASTRUCTURES IN HYDROELECTRIC GENERATING STATIONS INTEGRITY MANAGEMENT PROGRAMS FOR AGING INFRASTRUCTURES IN HYDROELECTRIC GENERATING STATIONS Jagannath Hiremagalur *, Charles Ahlgren &, Steve J. White *, and Richard A. Mattson * & Chief Dam Safety Engineer,

More information

Town of Apex, North Carolina

Town of Apex, North Carolina POND DRAINAGE PLAN APPLICATION Town of Apex, North Carolina POND DRAINAGE PLAN APPLICATION: Applications are due by 12:00 pm on the first business day of each month. Please see the Minor Site Plan Schedule

More information

Essential Skills: Reading and Interpreting Maps and Plans

Essential Skills: Reading and Interpreting Maps and Plans Essential Skills: Reading and Interpreting Maps and Plans Prepared for: NEW YORK STATE PLANNING FEDERATION April 14, 2015 Prepared by: BME ASSOCIATES Peter G. Vars, P.E. Stages of Plan Review Concept /

More information

EFFECT OF PILE LAYOUT ON THE BEHAVIOUR OF CIRCULAR PILED RAFT ON SAND

EFFECT OF PILE LAYOUT ON THE BEHAVIOUR OF CIRCULAR PILED RAFT ON SAND IGC 2009, Guntur, INDIA EFFECT OF PILE LAYOUT ON THE BEHAVIOUR OF CIRCULAR PILED RAFT ON SAND V. Balakumar Senior Consultant, Simplex Infrastructures Limited, Chennai 600 008, India. E-mail: vb_kumar2002@yahoo.com

More information

Exploration and Classification of Earth Materials

Exploration and Classification of Earth Materials A2L01: Committee on Exploration and Classification of Earth Materials Chairman: Jeffrey R. Keaton Exploration and Classification of Earth Materials JEFFREY R. KEATON, AGRA Earth & Environmental, Inc. ROBERT

More information

CC02 Associate Degree of Engineering 2016 structure:

CC02 Associate Degree of Engineering 2016 structure: CC0 Associate Degree of Engineering 06 structure: Civil Major Year Term Term ENAG008 ENEG009 Fundamentals of energy and electricity MATH60 Technology mathematics ENEG008 Materials for Engineers ENEG006

More information

City of Aspen Water Review for Pitkin County Permits Submission Packet

City of Aspen Water Review for Pitkin County Permits Submission Packet Projects that propose adding, removing, or changing any plumbing fixtures (e.g. faucets, toilets, dishwashers, hose bibs, etc.) are subject to the ECU/Fixture Count component of the review, and the following

More information

OBSERVATORY SERVICING AND MAINTENANCE

OBSERVATORY SERVICING AND MAINTENANCE OBSERVATORY SERVICING AND MAINTENANCE How to deploy and maintain a network of observatories around Europe? We don t built what we cannot maintain! Jean-François DROGOU IFREMER Steve ETCHEMENDY M.B.A.R.I

More information

GEO-MARINE TECHNOLOGY, INC. A Geological, Geophysical, and Hydrographic Survey Consultancy

GEO-MARINE TECHNOLOGY, INC. A Geological, Geophysical, and Hydrographic Survey Consultancy COMPANY PROFILE OUR MISSION AND TRADE OUR MISSION: OUR TRADE: We few, professional scientists strive to support the objectives of our marine energy and telecommunications clients with cooperation, innovation

More information

GUN LAUNCH SETBACK LABORATORY ACTIVATOR TESTS. Dr. Ernest L. Baker Warheads Technology TSO +32 (0)

GUN LAUNCH SETBACK LABORATORY ACTIVATOR TESTS. Dr. Ernest L. Baker Warheads Technology TSO +32 (0) Munitions Safety Information Analysis Center Supporting Member Nations in the Enhancement of their Munitions Life Cycle Safety GUN LAUNCH SETBACK AND LABORATORY ACTIVATOR TESTS Dr. Ernest L. Baker Warheads

More information

State College Area School District

State College Area School District State College Area School District The following is a guideline for project design submittals to the Facility Committee of the State College Area School District. During the design process the committee

More information

Underwater acoustics Measurement of radiated underwater sound from percussive pile driving

Underwater acoustics Measurement of radiated underwater sound from percussive pile driving INTERNATIONAL STANDARD ISO 18406 First edition 2017-04 Underwater acoustics Measurement of radiated underwater sound from percussive pile driving Acoustique sous-marine Mesurage du son sous-marin émis

More information

Curriculum Vitae: Academic and Practical Experience. Married and have four children

Curriculum Vitae: Academic and Practical Experience. Married and have four children Curriculum Vitae: Academic and Practical Experience 1- Personality data: Name Abdel-Aziz Ahmed Ali Hassan Date of Birth 28/7/1964 Position Status Address Tel. Associate professor Married and have four

More information

Introduction to AutoPIPE

Introduction to AutoPIPE 2012 Bentley Systems Incorporated Introduction to AutoPIPE Badreddine Ziane Vejle, 5 th 6 th November 2012 Full Featured: Static Loadings: Thermal pressure Seismic Wind Hydrotest buoyancy Wave. Dynamic

More information

TxDOT Project : Evaluation of Pavement Rutting and Distress Measurements

TxDOT Project : Evaluation of Pavement Rutting and Distress Measurements 0-6663-P2 RECOMMENDATIONS FOR SELECTION OF AUTOMATED DISTRESS MEASURING EQUIPMENT Pedro Serigos Maria Burton Andre Smit Jorge Prozzi MooYeon Kim Mike Murphy TxDOT Project 0-6663: Evaluation of Pavement

More information

Minor Site Plan Application and Checklist Land Disturbing Activities

Minor Site Plan Application and Checklist Land Disturbing Activities Minor Site Plan Application and Checklist Land Disturbing Activities INSTRUCTIONS: Please provide the requested information below. The Development Services Department reviews each site plan submittal based

More information

Newsletter Issue 2 Summer 2014

Newsletter Issue 2 Summer 2014 Providing efficient and reliable geotechnical solutions for the most challenging projects Newsletter Issue 2 Summer 2014 In this Issue: CEDR REGEN RAMPION WIND FARM NATIONAL GALLERY OF IRELAND Welcome

More information

US Army Corps of Engineers BUILDINGSTRONG

US Army Corps of Engineers BUILDINGSTRONG Research & Development for Extreme Events: Military & Homeland S it Applications A li ti Security Pamela Kinnebrew Geotechnical & Structures Laboratory Lead Technical Director, Military Engineering + US

More information

Foundations Subjected to Vibration Loads

Foundations Subjected to Vibration Loads Foundations Subjected to Vibration Loads A practical design tool for sizing equipment mats By Leonel I. Almanzar Micheli and halid Motiwala The structural design of a foundation system supporting dynamic

More information

PENSTOCK CONDITION ASSESSMENT

PENSTOCK CONDITION ASSESSMENT Northwest Hydro Association May 17, 2012 Technical Seminar PENSTOCK CONDITION ASSESSMENT Thomas L. Kahl, P.E. Kleinschmidt TOPICS Concerns Types of Penstock Failure Modes Steel and Wood Stave Failure Mode

More information

Fresenius Medical Care North America (FMCNA)

Fresenius Medical Care North America (FMCNA) 4 th Annual Lab Quality Confab and Process Improvement Institute November 2 3, 2010 Spectra Labs Turns to ISO 15189 s QMS to Advance Performance and Gain International Recognition Presented by: Chinu M.

More information

Turning the wheels of your success

Turning the wheels of your success INDUSTRIAL SERVICES Turning the wheels of your success A comprehensive package of integrated services combining traditional certification and inspection with innovative business solutions based on the

More information

New Instrumentation technologies

New Instrumentation technologies New Instrumentation technologies Daniel Naterop, Solexperts Ltd. Switzerland Technologies used for other application than for geotechnical instrumentation have been recently used successfully for civil

More information

HEXAGONAL DOUBBLE TWISTED GABION & ROCK FALL MATRESSES

HEXAGONAL DOUBBLE TWISTED GABION & ROCK FALL MATRESSES Menufatchurar of HEXAGONAL DOUBBLE TWISTED GABION & ROCK FALL MATRESSES As per IS 16014 (2012): Mechanically woven, double -twisted, hexagonal Wire Mesh Gabions, Revet Mattresses and Rock fallnetting(

More information

ISO INTERNATIONAL STANDARD

ISO INTERNATIONAL STANDARD INTERNATIONAL STANDARD ISO 10407-2 First edition 2008-10-15 Petroleum and natural gas industries Rotary drilling equipment Part 2: Inspection and classification of used drill stem elements Industries du

More information

Authorized Agent: City of Manassas Check List Attached: Contact: Address: Phone Number: Fax Number: Developer s Name: Phone Number:

Authorized Agent: City of Manassas Check List Attached: Contact:   Address: Phone Number: Fax Number: Developer s Name: Phone Number: CITY OF MANASSAS DEPARTMENT OF COMMUNITY DEVELOPMENT DEVELOPMENT SERVICES DIVISION 9027 Center Street Room 201 Manassas, Virginia, 20110 Phone: 703-257-8278 Fax: 703-257-5831 Application Date: APPLICANT

More information

HEARD COUNTY BOARD OF COMMISSIONERS MEETING MARCH 24, :30 P.M. The Heard County Board of Commissioners held a Commissioners Meeting on

HEARD COUNTY BOARD OF COMMISSIONERS MEETING MARCH 24, :30 P.M. The Heard County Board of Commissioners held a Commissioners Meeting on HEARD COUNTY BOARD OF COMMISSIONERS MEETING MARCH 24, 2009 6:30 P.M. The Heard County Board of Commissioners held a Commissioners Meeting on March 24, 2009 at 6:30 p.m. in the courtroom of the Heard County

More information

Mussey Township Building Department. 135 N. Main, P.O. Box 118 Capac, MI Phone: Fax:

Mussey Township Building Department. 135 N. Main, P.O. Box 118 Capac, MI Phone: Fax: 135 N. Main, P.O. Box 118 Capac, MI 48014 Phone: 810-395-4915 Fax: 810-395-7182 www.musseytownship.org Building Administrator: Cindy Zehnder Mussey Township: 810-395-4915 Building Inspector: James Newberry

More information

CONSTRUCTION CERTIFICATION PACKAGE

CONSTRUCTION CERTIFICATION PACKAGE Purpose: The intent of this Construction Certification Package is to ensure that acceptable documentation is maintained during the construction of stormwater management practices (SMPs). For general information

More information

ISSMGE TC40 Forensic Geotechnical Engineering Announces An International Symposium on FORENSIC GEOTECHNICS OF VIBRATORY AND NATURAL HAZARDS

ISSMGE TC40 Forensic Geotechnical Engineering Announces An International Symposium on FORENSIC GEOTECHNICS OF VIBRATORY AND NATURAL HAZARDS ISSMGE TC40 Forensic Geotechnical Engineering Announces An International Symposium on FORENSIC GEOTECHNICS OF VIBRATORY AND NATURAL HAZARDS December 14-15, 2010 in Collaboration with The Indian Geotechnical

More information