Drilled Shafts for Bridge Foundation Stability Improvement Ohio 833 Bridge over the Ohio River An Update
|
|
|
- Marilyn York
- 5 years ago
- Views:
Transcription
1 Drilled Shafts for Bridge Foundation Stability Improvement Ohio 833 Bridge over the Ohio River An Update Meigs County, Ohio Mason County, West Virginia By Stan Harris, P.E. and Eric Kistner, P.E. FMSM Engineers Geohazards in Transportation Appalachian Region Technical Forum August 1-2,
2 Agenda I. Introduction/Background A. General B. Initial Slope Movement C. Remediation Scheme D. Instrumentation Plan II. Instrumentation Results/Recent Slope Movement III. New Instrumentation on Existing Bridge IV. Lessons Learned V. Question/Answer
3 I. Introduction/Background
4 Project Location Pomeroy, Ohio
5 Project Team Owner: ODOT/WVDOH Designer: URS Corporation Contractor: Mahan/National Joint Venture Geotechnical Consultant FMSM
6 Existing Structure OHIO WEST VIRGINIA
7 Proposed Structure WEST VIRGINIA OHIO
8 Project Timeline FMSM Geotechnical Exploration Bridge Design Bridge Construction Slope Movement Detected Slope Monitoring Monitoring of Existing Bridge Construction of Protective Measures Monitoring of Protective Measures
9 Current State of Construction
10 Stability Issues/Slope Movement/Reaction New Main Street Embankment Short-Term Stability Concerns Controlled Rate-of of-fill Slope Inclinometers Piezometers Initial Detection of Movement Additional Instrumentation
11 Original Extents of Slope Movement Approximate Limits of Slope Movement
12 Probable Causes of Slope Movement Weak slickensided clay shale (mudstone) Possible ancient movement Construction activity/embankment Rapid drawdown cycles of Ohio River
13 Slope Geology/Geometry Residual Clay New Fill Shale/Clay Shale/Mudstone Bedrock Apparent Failure Surface Existing Fill Alluvial Silt and Clay Siltstone Ohio River
14 ODOT s s Preferred Option and Related Decisions Realign Main Street to Reduce Fill Height Abutment Touch Down Pier NEW BRIDGE Ohio Tower Ohio River Siltstone Change Abutment and Land Pier Foundations to Drilled Shafts Potential Failure Surface One Row of Nine Drilled Shafts Between the Land Pier and the Water Pier
15 Plan View of Stabilization Shafts 8 Diameter Drilled Shafts on 12 c/c Spacing
16 Revised Roadway Plan
17 Instrumentation Plan Site Slope Inclinometers, Piezometers Existing Bridge Tiltmeters, Survey Targets Touch Down Pier Strain Gauges, In- Place and Manually Read Inclinometer Stabilization Shafts Tiltmeters, Strain Gauges, In-Place and Manually Read Inclinometers
18 Stabilization Shaft Instrumentation Plan
19 II. Recent Slope Movement/ Instrumentation Results
20 Recent Movement (Oct 06 - Feb 07) Detection Instrumentation Activity (late October) Tension Cracks (early December) Water Main Break (early December) Causes Construction Activity River Fluctuation
21 Tension Cracks 12/11/06
22 Construction Activity 11/30/06
23 Ohio River Fluctuations Ohio River Fluctuations River Elevation (feet) Slope Movement 10/1/04 12/1/04 2/1/05 4/1/05 6/1/05 8/1/05 10/1/05 12/1/05 2/1/06 4/1/06 6/1/06 8/1/06 10/1/06 12/1/06 2/1/07
24 Tied Back Retaining Wall
25 Site Results of Instrumentation 4 Years of Data Numerous Inclinometers Sheared Due to Slope Movement Existing Bridge 3 Years of Data Abutment Tilt Due to Recent Movement New Bridge Touch Down Pier 3 Years of Data Top Deflection Due to Lateral Loading Stabilization Shafts 2 Years of Data Northernmost Shaft Being Loaded
26 Current Extents of Slope Movement Limits of Movement
27 Abutment Existing Bridge Tiltmeter Results Existing Bridge Tiltmeter Results Land Pier Top Land Pier Bottom Zeroed Y-Tilt Readings Positive Top Moving Downslope Water Pier Top Land Pier Bottom 09/01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/ /01/2004 Time Land Pier Top Abutment Water Pier Top Instrument Malfunction Instrument Malfunction Tilt (deg)
28 Existing Bridge Tiltmeter Results Land Pier Top Tiltmeters Temperature Influence on X-Tilt Readings Temperature (F) Temperature Influence on Y-Tilt Readings Temperature (F) Tilt (deg) Looking Upslope, Positive Clockwise Tilt Third Track: Oct-2006 Dec Fifth Track: Feb-2007 July-2007 First Track: Oct-2004 Mar Fourth Track: Dec-2006 Feb Positive Top Moving Downslope Second Track: Aug-2005 Oct Temperature (C) Temperature (C)
29 Stabilization Shaft Strain Gage Results SS9: Moment Diagram Elevation (ft) Cracking Moment Top of Shaft Top of Rock With Linear Regression Cracking Moment Darker = More Recent LPILE 0.2" 21-Oct Nov Nov Dec Dec Dec Jan Jan Feb Feb Mar Mar Apr Apr May May Jun Jun Jul Jul-2007 Bottom of Shaft Moment (kip-ft) Positive Moment Tension on Upslope Face
30 Stabilization Shaft 9 IPI Plot
31 Touch Down Pier Strain Gage Results Touch Down Pier Strain Gage Results DS-54: Bending Moment History Cracking Moment (approx. 30% of Moment Capacity) El. 530 ft El. 534 ft El. 542 ft 09/01/07 08/01/07 07/01/07 06/01/07 05/01/07 04/01/07 03/01/07 02/01/07 01/01/07 12/01/06 11/01/06 10/01/06 09/01/06 08/01/06 07/01/06 06/01/06 05/01/06 04/01/06 03/01/06 02/01/06 01/01/06 12/01/05 11/01/05 10/01/05 09/01/05 08/01/05 07/01/05 06/01/05 05/01/05 04/01/05 03/01/05 02/01/05 01/01/05 12/01/04 11/01/04 10/01/04 09/01/ Time El. 566 ft El. 576 ft Cracking Moment (approx. 30% of Moment Capacity) Bending Moment (kip-ft)
32 III. New Instrumentation on Jointmeters (3 Joints on Ohio Side) Tiltmeters on Linkage Assemblies Strain Gages on Truss Members Existing Bridge
33 IV. Lessons Learned Difficulty with Instrumentation Durability in Construction/River Environment Sole-Source Source Instrumentation Consultants Communication Between Contractor and Engineer Key Better Results from Tiltmeters/Strain Gages than IPI s Look for Agreement Between Instruments Human Intervention with Instruments Necessary At Times Installation and Access Can Be Difficult
34 V. Questions/Answers
Drilled Shafts for Bridge Foundation Stability Improvement: Ohio 833 Bridge over the Ohio River. Meigs County, Ohio Mason County, West Virginia
Drilled Shafts for Bridge Foundation Stability Improvement: Ohio 833 Bridge over the Ohio River Meigs County, Ohio Mason County, West Virginia By Stan Harris, P.E. and Eric Kistner, P.E. FMSM Engineers
GAMINGRE 8/1/ of 7
FYE 09/30/92 JULY 92 0.00 254,550.00 0.00 0 0 0 0 0 0 0 0 0 254,550.00 0.00 0.00 0.00 0.00 254,550.00 AUG 10,616,710.31 5,299.95 845,656.83 84,565.68 61,084.86 23,480.82 339,734.73 135,893.89 67,946.95
LONG-TERM MOVEMENTS OF HIGHWAY BRIDGE APPROACH EMBANKMENTS AND PAVMENTS
LONG-TERM MOVEMENTS OF HIGHWAY BRIDGE APPROACH EMBANKMENTS AND PAVMENTS Tommy C. Hopkins Research Engineer University of Kentucky Transportation Center Geotechnology 8 TH ANNUAL TECHNICAL FORUM GEOHAZARDS
Landslide Investigation on State Route 7 along the Ohio River
Landslide Investigation on State Route 7 along the Ohio River Peter Narsavage, P.E. DLZ Ohio, Inc. Paul D. deverteuil, P.E. Hull & Associates, Inc. Site Location Gallia 7 Landslide Area Gallipolis, Ohio
APPROACH FILL DESIGN OF NORTH SASKATCHEWAN RIVER BRIDGE. A.F. Ruban, EBA Engineering Consultants Ltd., Edmonton, Alberta, Canada
APPROACH FILL DESIGN OF NORTH SASKATCHEWAN RIVER BRIDGE A.F. Ruban, EBA Engineering Consultants Ltd., Edmonton, Alberta, Canada Paper prepared for presentation at the Slope and Embankment Engineering for
design, construction, operation, and maintenance of the BAP is consistent with recognized and generally accepted good engineering standards.
design, construction, operation, and maintenance of the BAP is consistent with recognized and generally accepted good engineering standards. In addition to the field inspection, Associated Engineers, Inc.
Jackson County 2013 Weather Data
Jackson County 2013 Weather Data 61 Years of Weather Data Recorded at the UF/IFAS Marianna North Florida Research and Education Center Doug Mayo Jackson County Extension Director 1952-2008 Rainfall Data
ALBERTA TRANSPORTATION PEACE REGION (PEACE RIVER / HIGH LEVEL) INSTRUMENTATION MONITORING RESULTS
ALBERTA TRANSPORTATION PEACE REGION (PEACE RIVER / HIGH LEVEL) INSTRUMENTATION MONITORING RESULTS SPRING 1 SECTION C SITE PH7-1: HWY 9:, DEADWOOD SLIDE 1. OBSERVATIONS 1.1 Field Program and Instrumentation
1 PROJECT BACKGROUND. August 14, Alberta Transportation Central Region #401, Street Red Deer, Alberta T4N 6K8
August 14, 2013 Alberta Transportation Central Region #401, 4902 51 Street Red Deer, Alberta T4N 6K8 Mr. Dennis Grace, P.Eng. Construction Engineer Dear Mr. Grace: Central Region Geohazard Assessment 2013
A design Model for Pile Walls Used to Stabilize Landslides
WV DOH RP #121 Experimental and Analytical Behavior of Slide Suppressors Embedded in Bedrock A design Model for Pile Walls Used to Stabilize Landslides By: Tia Maria Richardson, P.E. Principal Investigator
LRFD GEOTECHNICAL IMPLEMENTATION
LRFD GEOTECHNICAL IMPLEMENTATION Ching-Nien Tsai, P.E. LADOTD Pavement and Geotechnical Services In Conjunction with LTRC WHY LRFD FHWA deadline - October 2007 LRFD is a better method Risk is quantified
REDWOOD VALLEY SUBAREA
Independent Science Review Panel Conceptual Model of Watershed Hydrology, Surface Water and Groundwater Interactions and Stream Ecology for the Russian River Watershed Appendices A-1 APPENDIX A A-2 REDWOOD
FORECAST-BASED OPERATIONS AT FOLSOM DAM AND LAKE
FORECAST-BASED OPERATIONS AT FOLSOM DAM AND LAKE 255 237 237 237 217 217 217 200 200 200 0 163 131 Bridging the Gap163Conference 255 0 132 255 0 163 122 The Dana on Mission Bay San Diego, CA January 28,
To: Rishi Adhikari and Roger Skirrow From: Leslie Cho and Ian Darrach Alberta Transportation File: Date: June 30, 2016
To: Rishi Adhikari and Roger Skirrow From: Leslie Cho and Ian Darrach Stantec File: Date: June, Reference: North Central Region Edson Site NC HWY :, Deer Lodge Spring Task C: Instrumentation Monitoring
Geotechnical Aspects of the Seismic Update to the ODOT Bridge Design Manual. Stuart Edwards, P.E Geotechnical Consultant Workshop
Geotechnical Aspects of the Seismic Update to the ODOT Bridge Design Manual Stuart Edwards, P.E. 2017 Geotechnical Consultant Workshop Changes Role of Geotechnical Engineer Background Methodology Worked
Geotechnical Investigation and Monitoring Results of a Landslide Failure at Southern Peninsular Malaysia (Part 1: Investigating Causes of Failure)
Geotechnical Investigation and Monitoring Results of a Landslide Failure at Southern Peninsular Malaysia (Part 1: Investigating Causes of Failure) Liew, S. S., Gue, S. S., Liong, C. H. Director, Gue &
June 9, R. D. Cook, P.Eng. Soils Engineer Special Services Western Region PUBLIC WORKS CANADA WESTERN REGION REPORT ON
PUBLIC WORKS CANADA WESTERN REGION REPORT ON GEOTECHNICAL INVESTIGATION PROPOSED MARTIN RIVER BRIDGE MILE 306.7 MACKENZIE HIGHWAY Submitted by : R. D. Cook, P.Eng. Soils Engineer Special Services Western
ENGINE SERIAL NUMBERS
ENGINE SERIAL NUMBERS The engine number was also the serial number of the car. Engines were numbered when they were completed, and for the most part went into a chassis within a day or so. However, some
PREDICTING SOIL SUCTION PROFILES USING PREVAILING WEATHER
PREDICTING SOIL SUCTION PROFILES USING PREVAILING WEATHER Ronald F. Reed, P.E. Member, ASCE rreed@reed-engineering.com Reed Engineering Group, Ltd. 2424 Stutz, Suite 4 Dallas, Texas 723 214-3-6 Abstract
Effects of the slope toe evolution on the behaviour of a slow-moving large landslide
Effects of the slope toe evolution on the behaviour of a slow-moving large landslide A. Ferrari, A. Ledesma, J. Corominas MOUNTAIN RISKS - Topic Meeting WB1 Dynamic spatial modelling of landslide hazards
Monitoring on Subsidence Claims. John Parvin Subsidence Claims Manager
Monitoring on Subsidence Claims John Parvin Subsidence Claims Manager Key Milestones Subsidence cover 1972 Surge of claims1989/1990/1991 Project Management 1992 onwards Mitigation Surge 1995/2003 Delegated
Geoscientific Instrumentation in River Valley Projects
J. Ind. Geophys. Union ( July 2008 ) Vol.12, No.3, pp.141-147 Geoscientific Instrumentation in River Valley Projects G.C.Pargaien Energy Infratech Private Limited, 145-146, Udyog Vihar, Phase IV, Gurgaon
Remedial Program. GE Hudson Falls Plant Site. GE Hudson Falls Plant Site. TDCS Status
Updates on Remedial Programs at the GE Hudson Falls Plant Site and GE Fort Edward Plant Site GE Hudson Falls USEPA Community Advisory Group Meeting September 11, 2008 GE Fort Edward Division of Environmental
Geosynthetics Applications and Performance Reviews Select Case Histories
Geosynthetics Applications and Performance Reviews Select Case Histories Debora J. Miller, Ph.D., P.E.; Dean B. Durkee,, Ph.D., P.E.; Michael A. Morrison, P.E., David B. Wilson, P.E., and Kevin Smith,
Wind Resource Data Summary Cotal Area, Guam Data Summary and Transmittal for December 2011
Wind Resource Data Summary Cotal Area, Guam Data Summary and Transmittal for December 2011 Prepared for: GHD Inc. 194 Hernan Cortez Avenue 2nd Floor, Ste. 203 Hagatna, Guam 96910 January 2012 DNV Renewables
Background. Valley fills Sites in the Area. Construction over Mine Spoil Fills
Construction over Mine Spoil Fills Wayne A. Karem, PhD, PE, PG, D.GE 2014 KSPE Annual Conference Background Strip mining; mountaintop and contour mining Creates huge quantities of mine spoil The mine spoil
September 3, 2009 File: NORTH CENTRAL REGION GEOHAZARD ASSESSMENT HWY 40:28 NORTH OF CADOMIN (NC50) 2009 ANNUAL INSPECTION REPORT
GEOTECHNICAL ENVIRONMENTAL MATERIALS September 3, 2009 File: 15-16-226 Alberta Transportation 2 nd Floor, Provincial Building 111 54 Street Edson, Alberta T7E 1T2 Attention: Mr. Cliff Corner NORTH CENTRAL
Proposal to limit Namakan Lake to 1970 Upper Rule Curve for remainder of summer
July 7, 214 Subject: Proposal to limit Namakan Lake to 197 Upper Rule Curve for remainder of summer Background: Flooding in 214 has resulted in the highest water levels on Namakan Lake since 1968, and
Pilot Implementation Using Geofoam for Repair of Bridge Approach Slabs
Pilot Implementation Using Geofoam for Repair of Bridge Approach Slabs Anand J. Puppala, Ph.D., P.E., DGE, F.ASCE Distinguished Professor, Dept. of Civil Engineering Director, Sustainable and Resilient
10. GEOTECHNICAL EXPLORATION PROGRAM
Geotechnical site investigations should be conducted in multiple phases to obtain data for use during the planning and design of the tunnel system. Geotechnical investigations typically are performed in
Slope Stability Evaluation Ground Anchor Construction Area White Point Landslide San Pedro District Los Angeles, California.
Slope Stability Evaluation Ground Anchor Construction Area White Point Landslide San Pedro District Los Angeles, California Submitted To: Mr. Gene Edwards City of Los Angeles Department of Public Works
Jackson County 2018 Weather Data 67 Years of Weather Data Recorded at the UF/IFAS Marianna North Florida Research and Education Center
Jackson County 2018 Weather Data 67 Years of Weather Data Recorded at the UF/IFAS Marianna North Florida Research and Education Center Doug Mayo Jackson County Extension Director 1952-2008 Rainfall Data
Former Guterl Specialty Steel Site
Former Guterl Specialty Steel Site Environmental Monitoring Report 2013-2014 U. S. ARMY CORPS OF ENGINEERS BUILDING STRONG Buffalo District Formerly Utilized Sites Remedial Action Program May 2015 Site
Table 1 - Infiltration Rates
Stantec Consulting Ltd. 100-300 Hagey Boulevard, Waterloo ON N2L 0A4 November 14, 2017 File: 161413228/10 Attention: Mr. Michael Witmer, BES, MPA, MCIP, RPP City of Guelph 1 Carden Street Guelph ON N1H
Integrating Weather Forecasts into Folsom Reservoir Operations
Integrating Weather Forecasts into Folsom Reservoir Operations California Extreme Precipitation Symposium September 6, 2016 Brad Moore, PE US Army Corps of Engineers Biography Brad Moore is a Lead Civil
Hydrogeology and Simulated Effects of Future Water Use and Drought in the North Fork Red River Alluvial Aquifer: Progress Report
Hydrogeology and Simulated Effects of Future Water Use and Drought in the North Fork Red River Alluvial Aquifer: Progress Report Developed in partnership with the Oklahoma Water Resources Board S. Jerrod
Measurement of effective stress shear strength of rock
Measurement of effective stress shear strength of rock R. A. Failmezger, P.E., F. ASCE In-Situ Soil Testing, L.C., Lancaster, Virginia USA D. J. White, Ph. D., P.E. Iowa State University, Ames, Iowa USA
WYANDOTTE MUNICIPAL SERVICES COMMUNITY WIND ENERGY PROJECT WIND RESOUCE SUMMARY
WYANDOTTE MUNICIPAL SERVICES COMMUNITY WIND ENERGY PROJECT WIND RESOUCE SUMMARY MONTHLY REPORT October 15, 2007 Black & Veatch Project: 144374 Prepared by: Black & Veatch Corporation 6300 S. Syracuse Way
Effects of Slope Stability Evaluation on Highway Bridge Design
Effects of Slope Stability Evaluation on Highway Bridge Design Shanzhi Shu, PhD PE KCI Technologies INC Les C. Banas, PE Kiewit Infrastructure Engineers Samuel D. Palmer, PE Terracon Consultants Inc. Introduction
Project No India Basin Shadow Study San Francisco, California, USA
Project No. 432301 India Basin Shadow Study San Francisco, California, USA Numerical Modelling Studies 04 th June 2018 For Build Inc. Report Title: India Basin Shadow Study San Francisco, California, USA
CCR Rule Annual Inspection Report (cont.) 2
The inspection findings consisted of maintenance items and items that were not observed to be signs or potential signs of significant structural weakness. No deficiencies or disrupting conditions that
Climate Change and Water Supply Research. Drought Response Workshop October 8, 2013
Climate Change and Water Supply Research Drought Response Workshop October 8, 2013 DWR Photo Oroville Reservoir, 2009 Talk Overview Expectations History Atmospheric Rivers and Water Supply Current Research
Dates and Prices ICAEW - Manchester In Centre Programme Prices
Dates and Prices ICAEW - Manchester - 2019 In Centre Programme Prices Certificate Level GBP ( ) Intensive Accounting 690 Assurance 615 Law 615 Business, Technology and Finance 615 Mangement Information
This report was prepared by Klohn Crippen Consultants Ltd. for Alberta Transportation Central Region under Contract No. CE053/2000.
Alberta Transportation Central Region #401, 4902 51 Street Red Deer, Alberta T4N 6K8 June 7, 2002 Mr. Melvin Mayfield, P.Eng. Project Engineer Dear Mr. Mayfield: Central Region Landslide Assessment Site
Site Description: Tower Site
Resource Summary for Fort Collins Site Final Report Colorado Anemometer Loan Program Monitoring Period: /0/00 11/03/007 Report Date: January 1, 00 Site Description: The site is located adjacent to the
Winter Season Resource Adequacy Analysis Status Report
Winter Season Resource Adequacy Analysis Status Report Tom Falin Director Resource Adequacy Planning Markets & Reliability Committee October 26, 2017 Winter Risk Winter Season Resource Adequacy and Capacity
Chiang Rai Province CC Threat overview AAS1109 Mekong ARCC
Chiang Rai Province CC Threat overview AAS1109 Mekong ARCC This threat overview relies on projections of future climate change in the Mekong Basin for the period 2045-2069 compared to a baseline of 1980-2005.
African Meetinghouse ACCESSING HISTORY. Richard Pizzi, P.E. Special Thanks to Rick Wilhelmsen GEOTECHNICAL CONSULTANTS, INC
African Meetinghouse ACCESSING HISTORY Richard Pizzi, P.E. Special Thanks to Rick Wilhelmsen GEOTECHNICAL CONSULTANTS, INC SOIL NAIL WALL CONSTRUCTION SOIL NAIL WALL CONSTRUCTION SOIL NAIL WALL CONSTRUCTION
Mitigation measures: stabilization works
Intensive Course in Quantitative Landslide Risk Assessment and Risk management Mitigation measures: stabilization works E.E. Alonso Department of Geotechnical Engineering and Geosciences UPC, Barcelona
Folsom Dam Water Control Manual Update Joint Federal Project, Folsom Dam
Folsom Dam Water Control Manual Update Joint Federal Project, Folsom Dam Public Workshop May 28, 2015 Library Galleria 828 I Street, Sacramento, CA US Army Corps of Engineers BUILDING STRONG WELCOME &
FORM A GEOGRAPHY 1114 LABORATORY FINAL EXAM Teaching Assistant SAMPLE Lab Meeting. Place all answers on the answer sheet; 2 points per question
FORM A GEOGRAPHY 1114 NAME LABORATORY FINAL EXAM Teaching Assistant SAMPLE Lab Meeting Place all answers on the answer sheet; 2 points per question FORMULAS PPT = (PET-D) + S ± = Δ SOIL G = V H Q = V A
How are adding integers and subtracting integers related? Work with a partner. Use integer counters to find 4 2. Remove 2 positive counters.
. How are adding integers and subtracting integers related? ACTIVITY: Work with a partner. Use integer counters to find 4. Start with 4 positive counters. Remove positive counters. What is the total number
GB3 (Revised): Rock Cut Slope and Catchment Design
Ohio Department of Transportation John R. Kasich, Governor Jerry Wray, Director GB3 (Revised): Rock Cut Slope and Catchment Design Steve Taliaferro, P.E., OGE April 19, 2011 TYPICAL TEMPLATE CUT DESIGN
Calculations Equation of Time. EQUATION OF TIME = apparent solar time - mean solar time
Calculations Equation of Time APPARENT SOLAR TIME is the time that is shown on sundials. A MEAN SOLAR DAY is a constant 24 hours every day of the year. Apparent solar days are measured from noon one day
PRELIMINARY DRAFT FOR DISCUSSION PURPOSES
Memorandum To: David Thompson From: John Haapala CC: Dan McDonald Bob Montgomery Date: February 24, 2003 File #: 1003551 Re: Lake Wenatchee Historic Water Levels, Operation Model, and Flood Operation This
CIMA Professional
CIMA Professional 201819 Birmingham Interactive Timetable Version 3.1 Information last updated 12/10/18 Please note: Information and dates in this timetable are subject to change. A better way of learning
CIMA Professional
CIMA Professional 201819 Manchester Interactive Timetable Version 3.1 Information last updated 12/10/18 Please note: Information and dates in this timetable are subject to change. A better way of learning
Appin Colliery - Longwall 705
REPORT: END OF PANEL SUBSIDENCE MONITORING REPORT BHP BILLITON ILLAWARRA COAL: Appin Colliery - Longwall 705 End of Panel Subsidence Monitoring Report for Appin Longwall 705 MSEC JUNE 2014 REPORT NUMBER:
WIND DATA REPORT FOR THE YAKUTAT JULY 2004 APRIL 2005
WIND DATA REPORT FOR THE YAKUTAT JULY 2004 APRIL 2005 Prepared on July 12, 2005 For Bob Lynette 212 Jamestown Beach Lane Sequim WA 98382 By John Wade Wind Consultant LLC 2575 NE 32 nd Ave Portland OR 97212
CE394k.3 - ArcGIS in Water Resources Term Project Update, Fall 2012
CE394k.3 - ArcGIS in Water Resources Term Project Update, Fall 2012 Project Description: Prepared by Nick Brethorst October 29, 2012 ArcGIS Mapping of the Six Basins Watershed in, CA The Six Basins refers
Internal C Unit Dilatanc y
2 Grimsby Sub was not at any time definitively established. The preliminary analysis provided by Thurber Engineering Ltd indicates the slope should be stable with a factor of safety of 1.23 for a deep
WHEN IS IT EVER GOING TO RAIN? Table of Average Annual Rainfall and Rainfall For Selected Arizona Cities
WHEN IS IT EVER GOING TO RAIN? Table of Average Annual Rainfall and 2001-2002 Rainfall For Selected Arizona Cities Phoenix Tucson Flagstaff Avg. 2001-2002 Avg. 2001-2002 Avg. 2001-2002 October 0.7 0.0
Attachment B to Technical Memorandum No.2. Operations Plan of Ross Valley Detention Basins
Attachment B to Technical Memorandum No.2 Operations Plan of Ross Valley Detention Basins Operations Plan of Ross Valley Detention Basins Stetson Engineers Inc. January 26, 2011 1.0 Introduction Achieving
OHIO DEPARTMENT OF TRANSPORTATION OFFICE OF GEOTECHNICAL ENGINEERING. PLAN SUBGRADES Geotechnical Bulletin GB1
OHIO DEPARTMENT OF TRANSPORTATION OFFICE OF GEOTECHNICAL ENGINEERING PLAN SUBGRADES Geotechnical Bulletin GB1 Instructions: Enter data in the shaded cells only. (Enter state route number, project description,county,
Annual Average NYMEX Strip Comparison 7/03/2017
Annual Average NYMEX Strip Comparison 7/03/2017 To Year to Year Oil Price Deck ($/bbl) change Year change 7/3/2017 6/1/2017 5/1/2017 4/3/2017 3/1/2017 2/1/2017-2.7% 2017 Average -10.4% 47.52 48.84 49.58
Geotechnical Risks and Slope Management Systems: An FHWA Perspective
August 20, 2010 10 th Annual Technical Forum Geohazards Impacting Transportation in the Appalachian Region Geotechnical Risks and Slope Management Systems: An FHWA Perspective Silas C. Nichols, PE, Senior
CIMA Dates and Prices Online Classroom Live September August 2016
CIMA Dates and Prices Online Classroom Live September 2015 - August 2016 This document provides detail of the programmes that are being offered for the Objective Tests and Integrated Case Study Exams from
Scarborough Tide Gauge
Tide Gauge Location OS: 504898E 488622N WGS84: Latitude: 54 16' 56.990"N Longitude: 00 23' 25.0279"W Instrument Valeport 740 (Druck Pressure Transducer) Benchmarks Benchmark Description TGBM = 4.18m above
Practice Test Chapter 8 Sinusoidal Functions
FOM 12 Practice Test Chapter 8 Sinusoidal Functions Name: Multiple Choice Identify the choice that best completes the statement or answers the question. Block: _ 1. Convert 120 into radians. A. 2" 3 B.
Horizontal Directional Drilling: An Approach to Design and Construction. Presenter: John Briand, PE Co-Author: Danielle Neamtu, PE
Horizontal Directional Drilling: An Approach to Design and Construction Presenter: John Briand, PE Co-Author: Danielle Neamtu, PE Presentation Outline General HDD overview Conceptual-level evaluation Detailed
ZUMWALT WEATHER AND CLIMATE ANNUAL REPORT ( )
ZUMWALT WEATHER AND CLIMATE ANNUAL REPORT (26-29) FINAL DRAFT (9 AUGUST 21) J.D. HANSEN 1, R.V. TAYLOR 2, AND V.S. JANSEN 3 INTRODUCTION The Zumwalt Prairie in northeastern Oregon is a unique grassland
February 10, Mr. Jeff Smith, Chairman Imperial Valley Water Authority E County Road 1000 N Easton, IL Dear Chairman Smith:
February 1, 1 Mr. Jeff Smith, Chairman Imperial Valley Water Authority 8 E County Road 1 N Easton, IL Dear Chairman Smith: The Illinois State Water Survey (ISWS), under contract to the Imperial Valley
Lesson 25. Static Pile Load Testing, O-cell, and Statnamic. Reference Manual Chapter 18
Lesson 25 Static Pile Load Testing, O-cell, and Statnamic Reference Manual Chapter 18 STATIC LOAD TESTING Most accurate method to determine static pile capacity Perform at design or construction stage
Location. Datum. Survey. information. Etrometa. Step Gauge. Description. relative to Herne Bay is -2.72m. The site new level.
Tide Gauge Location OS: 616895E 169377N WGS84: Latitude: 51 o 22.919196 N Longitude: 01 o 6.9335907 E Instrument Type Etrometa Step Gauge Benchmarks Benchmark TGBM = 5.524m above Ordnance Datum Newlyn
Public Library Use and Economic Hard Times: Analysis of Recent Data
Public Library Use and Economic Hard Times: Analysis of Recent Data A Report Prepared for The American Library Association by The Library Research Center University of Illinois at Urbana Champaign April
PECivilExam.com. Copyright 2015 Pecivilexam.com all rights reserved- E-Book Geotechnical Depth Exam: 80 problems
PECivilExam.com PE Civil Exam 80- Geotechnical Questions & Answers (pdf Format) For Depth Exam (Evening Session) PE Civil Depth Exam (Evening Session): This practice exam contains 80- Geotechnical questions,
Rock Mechanics for Tunneling
Rock Mechanics for Tunneling Discrete Fracture Approach Dr. William Dershowitz Dept of Civil Engineering University of Washington FracMan Technology Group Golder Associates Inc Rock Quality -RQD Rock Quality
CENTRAL REGION GEOHAZARDS RISK ASSESSMENT SITE INSPECTION FORM
SITE NUMBER AND NAME C55 H861:02 Slide LEGAL DESCRIPTION NW 14-40-14-W4 CENTRAL REGION GEOHAZARDS RISK ASSESSMENT SITE INSPECTION FORM HIGHWAY & KM NAD 83 COORDINATES N 5811217 E 437291 PREVIOUS INSPECTION
July 2017 LOGISTICAL HARMONY
Li s&staging(wpedestriansidewalkprot.) (4/18/through7/18/2017) July2017 101BelvidereEastFaçadeWorkPipeStaging (4/18/through7/18/2017) 101BelvidereEastFaçadeWork (through8/31/2017) Legend RampaccesstoTMCX
Location. Datum. Survey. information. Etrometa. Step Gauge. Description. relative to Herne Bay is -2.72m. The site new level.
Tide Gauge Location OS: 616895E 169377N WGS84: Latitude: 51 o 22.919196 N Longitude: 01 o 6.9335907 E Instrument Type Etrometa Step Gauge Benchmarks Benchmark TGBM = 5.524m above Ordnance Datum Newlyn
Assessing Slope Instabilities. Victoria Leffel & Joey Franzino
Assessing Slope Instabilities Victoria Leffel & Joey Franzino Slope Stability and Landslides Today s Presentation: Slope instability and landslide terms will be used interchangeably Landslide: downward
CIMA Professional 2018
CIMA Professional 2018 Interactive Timetable Version 16.25 Information last updated 06/08/18 Please note: Information and dates in this timetable are subject to change. A better way of learning that s
ENGINEER S CERTIFICATION OF FAULT AREA DEMONSTRATION (40 CFR )
PLATTE RIVER POWER AUTHORITY RAWHIDE ENERGY STATION BOTTOM ASH TRANSFER (BAT) IMPOUNDMENTS LARIMER COUNTY, CO ENGINEER S CERTIFICATION OF FAULT AREA DEMONSTRATION (40 CFR 257.62) FOR COAL COMBUSTION RESIDUALS
3.18 GEOLOGY AND SOILS
3.18 GEOLOGY AND SOILS This section discusses geologic resource concerns as they relate to the environment, public safety, and project design both during construction and after completion of the project.
PENNSYLVANIA DEPARTMENT OF TRANSPORTATION ENGINEERING DISTRICT 3-0
PENNSYLVANIA DEPARTMENT OF TRANSPORTATION ENGINEERING DISTRICT 3-0 LYCOMING COUNTY S.R.15, SECTION C41 FINAL HYDROLOGIC AND HYDRAULIC REPORT STEAM VALLEY RUN STREAM RELOCATION DATE: June, 2006 REVISED:
WHITE POINT LANDSLIDE GEOTECHNICAL INVESTIGATION November 29, 2012 Status Report
Gary Lee Moore, P.E., City Engineer Vince Jones, P.E., Deputy City Engineer WHITE POINT LANDSLIDE GEOTECHNICAL INVESTIGATION November 29, 2012 Status Report White Point Landslide Geotechnical Investigation
CIMA Professional 2018
CIMA Professional 2018 Newcastle Interactive Timetable Version 10.20 Information last updated 12/06/18 Please note: Information and dates in this timetable are subject to change. A better way of learning
Interaction Diagram Dumbbell Concrete Shear Wall Unsymmetrical Boundary Elements
Interaction Diagram Dumbbell Concrete Shear Wall Unsymmetrical Boundary Elements Interaction Diagram - Dumbbell Concrete Shear Wall Unsymmetrical Boundary Elements Investigate the capacity for the irregular
Geotechnical Aspects of the Ohio River Bridges Project
Geotechnical Aspects of the Ohio River Bridges Project Mark A. Litkenhus, PE Sr. Geotechnical Engineer Stephen H. Bickel, PE Sr. Geotechnical Engineer STGEC Ohio River Bridges at Louisville Geotechnical
Folsom Dam Water Control Manual Update Joint Federal Project, Folsom Dam
Folsom Dam Water Control Manual Update Joint Federal Project, Folsom Dam Public Workshop May 25, 2016 Sacramento Library Galleria 828 I Street, Sacramento, CA US Army Corps of Engineers BUILDING STRONG
Data Report for White Point Landslide Boring B-12 W.O. E Task Order Solicitation San Pedro District Los Angeles, California
Data Report for White Point Landslide Boring B-12 W.O. E1907483 Task Order Solicitation 11-087 San Pedro District Los Angeles, California Submitted To: Mr. Christopher F. Johnson, P.E., G.E. City of Los
Tracking Accuracy: An Essential Step to Improve Your Forecasting Process
Tracking Accuracy: An Essential Step to Improve Your Forecasting Process Presented by Eric Stellwagen President & Co-founder Business Forecast Systems, Inc. estellwagen@forecastpro.com Business Forecast
Monthly Magnetic Bulletin
BRITISH GEOLOGICAL SURVEY Fort McMurray Observatory Monthly Magnetic Bulletin February 2016 16/02/FM Fort McMurray FORT McMURRAY OBSERVATORY MAGNETIC DATA 1. Introduction The British Geological Survey
APPALACHIAN COLLUVIAL
LANDSLIDE PROBLEMS ON APPALACHIAN COLLUVIAL SLOPES Geohazards in Transportation in the Appalachian Region Charleston, WV August 5 7, 2008 RICHARD E. GRAY DIGIOIA, GRAY & ASSOCIATES, LLC. 570 BEATTY ROAD
Monthly Magnetic Bulletin
BRITISH GEOLOGICAL SURVEY Jim Carrigan Observatory Prudhoe Bay Monthly Magnetic Bulletin May 2014 14/05/JC JIM CARRIGAN OBSERVATORY MAGNETIC DATA 1. Introduction Jim Carrigan observatory is the fourth
Monthly Magnetic Bulletin
BRITISH GEOLOGICAL SURVEY Fort McMurray Observatory Monthly Magnetic Bulletin March 2017 17/03/FM Fort McMurray FORT McMURRAY OBSERVATORY MAGNETIC DATA 1. Introduction The British Geological Survey (BGS)
Landslide FE Stability Analysis
Landslide FE Stability Analysis L. Kellezi Dept. of Geotechnical Engineering, GEO-Danish Geotechnical Institute, Denmark S. Allkja Altea & Geostudio 2000, Albania P. B. Hansen Dept. of Geotechnical Engineering,
TILT, DAYLIGHT AND SEASONS WORKSHEET
TILT, DAYLIGHT AND SEASONS WORKSHEET Activity Description: Students will use a data table to make a graph for the length of day and average high temperature in Utah. They will then answer questions based
2019 Settlement Calendar for ASX Cash Market Products. ASX Settlement
2019 Settlement Calendar for ASX Cash Market Products ASX Settlement Settlement Calendar for ASX Cash Market Products 1 ASX Settlement Pty Limited (ASX Settlement) operates a trade date plus two Business
Pre-Calc Chapter 1 Sample Test. D) slope: 3 4
Pre-Calc Chapter 1 Sample Test 1. Use the graphs of f and g to evaluate the function. f( x) gx ( ) (f o g)(-0.5) 1 1 0 4. Plot the points and find the slope of the line passing through the pair of points.