ACCELERATED BRIDGE REPLACEMENT
|
|
- Buddy Osborne
- 5 years ago
- Views:
Transcription
1 Christopher Beck Chief Engineer: Bridge & Structures Northern Indiana Commuter Transportation District 601 North Roeske Avenue Michigan City, IN
2 Accelerated Bridge Replacement (ABR) or Accelerated Bridge Construction(ABC) involves various methods during project planning, design, contracting, and construction to significantly reduce the time to construct or replace a bridge.
3
4 Successful ABC requires detailed planning
5 Planning Steps Owner s Objectives Reduce social impact to customers and Neighbors Reduce road closure periods to reduce Traffic impacts & associated economic impact
6 Planning Steps Owner s Objectives Control project costs & keep project on schedule
7 Planning Steps Owner s Objectives Higher product quality & contractor productivity
8 Planning Steps Owner s Objectives Higher product quality & contractor productivity
9 Detailed Planning Check list for go/no go meeting Detailed outage schedule
10 NICTD Rapid Insertion Bridge Replacement Start - Roll in Mobilization at 3 a.m. Friday, November 3, p.m. Friday Removal of the West Panel of the Existing Truss Bridge 12 a.m. Saturday Lowering of the West End 8 a.m. Saturday Nearly Complete Demolition of the Superstructure 12 a.m. Sunday Demolition of the Existing East Abutment Cap 4 a.m. Sunday Setting of the New Precast East Abutment Cap 11a.m. Sunday Trackwork Required for the Roll in 1 p.m. Sunday New Bridge Rolled Half Distance 4 p.m. Sunday Bridge Rolled into Final Position Finished - Railroad Opens for Normal Operation 7 p.m. Sunday, November 5, p.m. Sunday NICTD Train Crossing the New Structure
11 Site Constraints Construction Easements Right-of-Way Utilities Wetlands
12 Site Constraints Utilities Temporary or Permanent Relocations ACCELERATED BRIDGE REPLACEMENT
13 Site Constraints Local Ordinances & Permits
14 Constructability/Design Meet with contractors to develop potential ABC techniques Allow ABC techniques to be flexible in project specifications Recomme ded Co structio Seque Ro -I
15 Constructability/Design Meet with contractors to develop potential ABC techniques Allow ABC techniques to be flexible in project specifications
16 Constructability/Design Transportation routes for bridge components and equipment to site. Industrial Steel Construction (ISC) Project Site
17 Constructability/Design Transportation routes for bridge components and equipment to site.
18 Constructability/Design Transportation routes for bridge components and equipment to site. 11-9
19 Constructability/Design Transportation routes for bridge components and equipment to site. Northbound on Clark Road Eastbound on Rte 12/20 through Gary, IN
20 14-2 vs 11-9 ACCELERATED BRIDGE REPLACEMENT Constructability/Design Transportation routes for bridge components and equipment to site. Crossing NICTD at Gary Airport Station
21 Constructability/Design Transportation routes for bridge components and equipment to site. What the?
22 Material Procurement
23 Components of ABC Geotechnical Solutions Soil bearing capacity for heavy lifts Site Stabilization for High Capacity Crane
24 Components of ABC Geotechnical Solutions Foundations & Walls
25 Components of ABC Geotechnical Solutions Advance Pile Driving
26 Components of ABC Abutment Solutions Tie Back Anchors
27 Components of ABC Abutment Solutions Abutment Sawcutting
28 Components of ABC Abutment Solutions Abutment Modifications Beam Seat Extension for New Span
29 Components of ABC Prefab Bridge Elements & Systems Abutment Caps
30 Components of ABC Prefab Bridge Elements & Systems Abutment Caps Precast Bridge Seat Loading
31 Components of ABC Prefab Bridge Elements & Systems Abutment Caps
32 Components of ABC Prefab Bridge Elements & Systems Deck Panels: concrete & steel
33 Components of ABC Prefab Bridge Elements & Systems Bridge Superstructure
34 Components of ABC Structural Placement Skidding (roll-in)
35 Components of ABC Structural Placement Skidding (roll-in)
36 Components of ABC Structural Placement SPMT self propelled modular transports PLAN (27-6 ) (5 +/- 1 ) (5 x 4-7 = 23 ) ELEVATION (2-3 1/2 )
37 Components of ABC Structural Placement SPMT self propelled modular transports
38 Components of ABC Structural Placement SPMT self propelled modular transports
39 Components of ABC Structural Placement SPMT self propelled modular transports Bridge Jacking Final Stages
40 Components of ABC Structural Placement Heavy Lifts
41 Components of ABC Structural Placement Heavy Lifts
42 Components of ABC Structural Placement Heavy Lifts
43 Components of ABC Structural Placement Heavy Lifts
44 Benefits of ABC reduce construction time improved safety improved productivity improved community relationships improved construction quality improved construction costs
45 Future of ABC: According to FHWA 40% of bridges were built over 40 years ago with a 50 year design life - 25% require rehabilitation, repair or replacement
46 Future of ABC: Increased awareness on motorist delay and environmental impact
47 Future of ABC: General public is more demanding and public officials are taking notice
48 Lessons Learned: Don t be afraid to think outside the box Team Composition involve contractors with ABC experience during design process Plan for unexpected problems Have extra equipment on standby
49 Upcoming NICTD ABC Projects August 5, double track truss span using SPMT s NICTD bridge over Torrence Avenue, Chicago 2013 roll-in 65 thru-girder span over Trail Creek, Michigan City build new abutments behind existing
50 Thank you
Ahmed Mongi, M.S., P.E. Engineering Division
1 Ahmed Mongi, M.S., P.E. Engineering Division 2 Honey Creek Bridge Completed in 2006 at a cost of $2.6 Million Precast pier caps and abutments. 3 Honey Creek Bridge Bridge closed for 60 days Simple span
More informationOVER US 6 LATERAL BRIDGE SLIDE: I-75
LATERAL BRIDGE SLIDE: I-75 OVER US 6 Bob Beasley, PE, Ohio Bridge Manager, Arcadis U.S., Inc. Todd Lezon, Regional Manager, Kokosing Construction Company, Inc. November 4, 2016 1 Agenda Design Bob Beasley,
More informationSTATE ROUTE 30 OVER BESSEMER AVE. SUPERSTRUCTURE REPLACEMENT IN 57 HOURS
STATE ROUTE 30 OVER BESSEMER AVE. SUPERSTRUCTURE REPLACEMENT IN 57 HOURS Louis J. Ruzzi P.E., PennDOT District 11-0 Bridge Engineer John Myler, PennDOT Assistant Construction Engineer, District 11-0 Bala
More informationABC OF BRIDGE NO. 465 I-195 Ramp (Dr-2) Over Warren Avenue
ABC OF BRIDGE NO. 465 I-195 Ramp (Dr-2) Over Warren Avenue FHWA Rhode Island Showcase October 30, 2014 Accent image here Primary Image here Presentation Outline Overview of the Project Scope ABC Project
More informationModular Steel Bridges. Stark County Fischer Bridge Bottineau County Oak Creek Bridge
Modular Steel Bridges Stark County Fischer Bridge Bottineau County Oak Creek Bridge This John Deere grain hauler was too heavy for the bridge. OOPS! An excavator and tow truck are needed to remove the
More informationIL 115 OVER GAR CREEK ACCELERATED BRIDGE REPLACEMENT. Chad Hodel, S.E., P.E. (WHKS) Stan Kaderbek, S.E., P.E. (Milhouse)
IL 115 OVER GAR CREEK ACCELERATED BRIDGE REPLACEMENT Chad Hodel, S.E., P.E. (WHKS) Stan Kaderbek, S.E., P.E. (Milhouse) AGENDA Project Overview and Need Design and Special Provisions Construction Engineering
More informationEmergency Bridge Stabilization at Mile Watrous Subdivision
Emergency Bridge Stabilization at Mile 189.70 Watrous Subdivision Christophe Deniaud, Ph.D., P.Eng. Bridge Engineer, CN 10004-104 Avenue Edmonton, Alberta, Canada T5J 0K2 Tel: (780) 421-6021 Fax: (780)
More informationState-Aid Bridge News August 2, 2005
State-Aid Bridge News August 2, 2005 Bridge Hydraulic Information The FHWA has been inquiring about our Scour Program. In particular, there are two areas of concern; 1. Are our Scour Action Plans current
More informationTechnology. Reinforced Earth Wall Typical Section. Traffic Barrier. Roadway. Select Granular Material. Facing Panel Random Backfill.
Bridge Applications Technology The Reinforced Earth Company (RECo) offers a variety of bridge abutment and bridge crossing solutions, each are based on project specific requirements. Bridge abutments are
More informationACCELERATED BRIDGE CONSTRUCTION PROJECT: THE REPLACEMENT OF MD 362 OVER MONIE CREEK
ACCELERATED BRIDGE CONSTRUCTION PROJECT: THE REPLACEMENT OF MD 362 OVER MONIE CREEK Joseph Navarra, P.E, Maryland State Highway Administration, 410-545-8315, jnavarra@sha.state.md.us ABSTRACT The MDSHA
More informationFort Goff Creek Bridge R04 ABC Project. Dorie Mellon, PE Structure Policy & Innovation Division of Engineering Services Caltrans May 20, 2015
Fort Goff Creek Bridge R04 ABC Project Dorie Mellon, PE Structure Policy & Innovation Division of Engineering Services Caltrans May 20, 2015 Fort Goff Creek Bridge Lead Adopter SHRP2 Solutions Innovative
More informationShifting the Canning Bus Bridge Sideways
Shifting the Canning Bus Bridge Sideways Ros MacKinlay Design Engineer, Wyche Consulting SYNOPSIS The Perth Mandurah railway proposed in 2002 required the replacement of an existing Kwinana Freeway bus
More informationWebinar Q&A Documentation Slide In Bridge Construction (SIBC) Construction/Contractor Perspective March 6, 2014
Updated: 5/15/14 1 What was driver for deciding to slide vs. roll? Overall weight? 2 1. Why the two different slide methods? 2. How much experience should your contractor have to perform the slide work?
More informationLesner Bridge Replacement. April 24, 2017 Update. Construction Camera. Rendering of the Completed Lesner Bridge Structure
Lesner Bridge Replacement Rendering of the Completed Lesner Bridge Structure Construction Camera A construction camera has been installed to view images of the bridge construction. Images are updated on
More informationThree Bridges at I-64/Mercury Boulevard Interchange in Hampton, VA
Three Bridges at I-64/Mercury Boulevard Interchange in Hampton, VA IRFAN A. ALVI, P.E., Alvi Associates, Inc., Baltimore, MD IBC-02-25 KEYWORDS: box girder, counterweight abutment, curved girder, high-performance
More informationCE 332 Construction Engineering and Management. MS Project - Recitation
CE 332 Construction Engineering and Management MS Project - Recitation MICROSOFT PROJECT Microsoft Project is a project management software, developed and sold by Microsoft, which is designed to assist
More informationFour simply supported steel plate girders (appear to be an old railcar).
BRIDGE INSPECTION BRIDGE NO./NAME N4-005: Akolkolex Crawford FSR (19.0 km) Inspection Date: September 22 nd, 2012 Inspected By: M. Hanson, R. Veitch Year Built: 1982 Number of Spans: 1 Span Lengths: Superstructure
More informationModified Sheet Pile Abutment for Low-Volume Road Bridge
Modified Sheet Pile Abutment for Low-Volume Road Bridge Ryan R. Evans Department of Civil, Construction, and Environmental Engineering Iowa State University 176 Town Engineering Ames, IA 50011 ryevans@iastate.edu
More informationSemi-Integral Abutment Bridges
Ministry of Transportation Report BO-99-03 Bridge Office Leslie Street Over Hwy 407 Semi-Integral Abutment Bridges Ministry of Transportation Report BO-99-03 Bridge Office Semi-Integral Abutment Bridges
More informationSEPTEMBER, 2006 ROAD DESIGN MANUAL 7-0(1) CHAPTER 7 PAVEMENT DESIGN
SEPTEMBER, 2006 ROAD DESIGN MANUAL 7-0(1) CHAPTER 7 PAVEMENT DESIGN 7-1.0 INTRODUCTION 7-2.0 RIGID PAVEMENT DESIGN 7-2.01 Cross Sections 7-2.02 Ramps and Loops with Storage Area 7-2.03 Major Forks, Branch
More informationL. Greenfield Christchurch City Council M. Cowan Opus International Consultants W. du Plessis HEB Construction 26 March 2015
Canterbury Bridge Group Ferrymead Bridge L. Greenfield Christchurch City Council M. Cowan Opus International Consultants W. du Plessis HEB Construction 26 March 2015 Presenter: Lloyd Greenfield Senior
More informationReducing Bridge Damage Caused by Pavement Forces Part 1: Some Examples
Reducing Bridge Damage Caused by Pavement Forces Part 1: Some Examples BY MARTIN P. BURKE, JR. Innumerable bridges both in the U.S. and abroad have been, and continue to be, damaged by the restrained growth
More informationWinona Bridge Visual Quality Review Committee
Winona Bridge Visual Quality Review Committee Summary of Preferred Features October 7, 2014 Creating Bridges As Art 1 Summary of Preferred Features Based on Visual Quality Review Committee Final Design
More informationOverturning Forces at Bridge Abutments and the Interaction of Horizontal Forces from Adjacent Roadways
Overturning Forces at Bridge Abutments and the Interaction of Horizontal Forces from Adjacent Roadways ANNUAL REPORT FOR FY 2011 ODOT SPR ITEM NUMBER 2228 Submitted to: John Bowman, P.E. Planning and Research
More informationGeosynthetic Reinforced Soil (GRS) Integrated Bridge Systems (IBS) John Bowders University of Missouri
Geosynthetic Reinforced Soil (GRS) Integrated Bridge Systems (IBS) John Bowders University of Missouri Adams et al. (2012), FHWA Geosynthetic Reinforced Soil Integrated Bridge System Interim Implementation
More informationRebuilding and widening the 54- year-old Jane Addams Memorial Tollway into a state-of-the-art corridor linking Rockford to Elgin (three lanes) and
Overview Design criteria for I-90 over Kishwaukee Integral Abutment Bridges (IAB) Design Criteria Design analysis, details and construction Lessons Learned during construction Instrumentation by Illinois
More informationDATA GATHERING AND DESIGN DETAILS OF AN INTEGRAL ABUTMENT BRIDGE
DATA GATHERING AND DESIGN DETAILS OF AN INTEGRAL ABUTMENT BRIDGE Abstract S. Hassiotis M. ASCE Stevens Institute of Technology, Hoboken, N.J. 07030 sophia.hassiotis@stevens.edu An integral-abutment bridge
More informationDESIGN AND CONSTRUCTION OF BR1449 VICTORIA PARK DRIVE MODIFICATIONS, BURSWOOD, WA
DESIGN AND CONSTRUCTION OF BR1449 VICTORIA PARK DRIVE MODIFICATIONS, BURSWOOD, WA Brian Lord, Arup Pty Ltd, Australia ABSTRACT Arup was lead designer for Lend Lease on the Victoria Park Drive Modifications
More informationCritically damaged bridges & concepts for earthquake recovery
Critically damaged bridges & concepts for earthquake recovery J. Waldin, J. Jennings & P. Routledge Opus International Consultants Ltd, Christchurch, New Zealand 2012 NZSEE Conference ABSTRACT: This paper
More informationExecutive Summary RPT-GEN November 28. Bridge No Quartz Creek Bridge Inspection Report
Executive Summary The No. 01607 carries the Trans-Canada Highway over Quartz Creek, approximately 45 km northwest of Golden, BC. As part of an Enhanced Bridge Inspection Program, the BC Ministry of Transportation
More informationUNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO CRANE LAKE ROAD OVER HAWKINSON CREEK ST. LOUIS COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 7883 CRANE LAKE ROAD OVER HAWKINSON CREEK ST. LOUIS COUNTY JUNE 21, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS,
More information2011 BRIDGE INSPECTION REPORT
2011 BRIDGE INSPECTION REPORT BYRD PARK PUMP STATION BRIDGE OVER KANAWHA CANAL April 2011 FINAL December 2011 Looking - from Abutment B to Abutment A Prepared by: WHITMAN, REQUARDT, & ASSOCIATES, LLP 9030
More informationresearch report Field Measurements on Skewed Semi-Integral Bridge With Elastic Inclusion: Instrumentation Report
Final Report VTRC 06-R35 Virginia Transportation Research Council research report Field Measurements on Skewed Semi-Integral Bridge With Elastic Inclusion: Instrumentation Report http:/www.virginiadot.org/vtrc/main/online_reports/pdf/06-r35.pdf
More informationAppendix B. Shallow Foundations Report
12/10/2013 GEOTECHNICAL MANUAL Appendix B. Shallow Foundations Report PLEASE NOTE A sample foundations report is included here for reference. It is provided as an example of content, format, and organization
More informationEffect of Pile Orientation in Skewed Integral Abutment Bridges
Effect of Pile Orientation in Skewed Integral Abutment Bridges RABIH NAJIB, Ph.D., PE, Alpha Corporation, Baltimore, Maryland and AMDE M. AMDE, Ph.D., PE, University of Maryland, College Park, Maryland
More informationPennDOT s Use of Nondestructive Testing Solutions
PennDOT s Use of Nondestructive Testing Solutions 2016 NASTO Conference Richard N. Roman, P.E. June 6, 2016 PennDOT Overview PennDOT s 11 engineering districts are directly responsible for nearly 40,000
More informationAppendix C Guidelines for Design of Integral Abutments March 3, 2003
These guidelines draw on the experiences and practices from Ontario, the FHWA, various DOT s and the UK Highways Agency. They provide guidance and outline the issues that need to be considered and should
More informationCommunity Meetings November 10 and 12, 2015
Metro Purple Line Extension Section 1 Community Meetings November 10 and 12, 2015 La Cienega Station Agenda Introduction Meeting Purpose Project toverview & Shdl Schedule Roadway Decking Installation Detour
More informationUNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO CSAH 24 OVER HAWKINSON CREEK ST. LOUIS COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 7685 CSAH 24 OVER HAWKINSON CREEK ST. LOUIS COUNTY JUNE 21, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS, INC. JOB
More informationPotential For Fracture To Occur In Iowa DOT Steel Girder Bridges Due to Triaxial Constraint
Potential For Fracture To Occur In Iowa DOT Steel Girder Bridges Due to Triaxial Constraint Introduction The purpose of this white paper is to provide information regarding the potential for fractures
More informationAerial of Conceptual Path and Bridge Tysons-Old Meadow Road Bike/Ped Improvements
Aerial of Conceptual Path and Bridge Barnes & Noble at One Place Project Location Corner Center Proposed Bridge Encore Condominiums Regency Club Condominiums Path continues to Dolley Madison Boulevard
More informationAPPENDIX A INTEGRAL ABUTMENTS
APPENDIX A INTEGRAL ABUTMENTS Appendix A Guidelines for Design of Integral Abutments Rev. 1 - September, 2007 These guidelines draw on the experiences and practices from Ontario, the FHWA, various DOT
More informationModified Sheet Pile Abutments for Low-Volume Road Bridges
EERC Publication ERXX-XX Modified Sheet Pile Abutments for Low-Volume Road Bridges Final Report JANUARY 2012 Sponsored by Iowa Highway Research Board (IHRB Project TR-568) Iowa Department of Transportation
More informationConditional assessment of Kiri Bridge in Shkoder, Albania
Conditional assessment of Kiri Bridge in Shkoder, Albania Gentian Rexhaj 1, Enea Mustafaraj 2 1 2 Department of Civil Engineering, Epoka University, Albania 2 Department of Civil Engineering, Epoka University,
More informationUpdate on Seismic Behavior and Design of
Update on Seismic Behavior and Design of Steel Plate Girder Bid Bridges Ahmad M. Itani, Ph.D., P.E., S.E. Professor Department of Civil and Environmental Engineering University of Nevada, Reno Background
More informationBridge pile abutment deck interaction in laterally spreading ground: Lessons from Christchurch
Bridge pile abutment deck interaction in laterally spreading ground: Lessons from Christchurch P.Tasiopoulou,E. Smyrou School of Civil Engineering, National Technical University, Athens İ.E. Bal Istanbul
More informationUNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO th STREET OVER THE ZUMBRO RIVER CITY OF ROCHESTER
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 89188 7 th STREET OVER THE ZUMBRO RIVER CITY OF ROCHESTER OCTOBER 2, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS,
More informationRahvusvaheline puitarhitektuuri konverents
Experiences from Modern Timber Bridge Building Rahvusvaheline puitarhitektuuri konverents Tallinn 25-26.11.2015 Hauke Burkart NPRA Bridge Section Topics Short history of modern Norwegian timber bridges
More informationCOMBINED APPLICATION OF ULTRASONIC INSPECTION AND ACOUSTIC EMISSION MONITORING FOR EVALUATION OF FRACTURE CRITICAL MEMBERS IN RAILWAY BRIDGES.
COMBINED APPLICATION OF ULTRASONIC INSPECTION AND ACOUSTIC EMISSION MONITORING FOR EVALUATION OF FRACTURE CRITICAL MEMBERS IN RAILWAY BRIDGES Authors D. Nyborg, Research Physicist, TISEC Inc., Montreal;
More informationIntegral bridges and environmental conditions
Integral bridges and environmental conditions COMISU CLAUDIU-CRISTIAN, BOACĂ GHEORGHITĂ Department of Roads and Foundations Faculty of Civil Engineering and Building Services The "Gheorghe Asachi" Technical
More informationDetailed Seismic Assessment and Seismic Improvements of Market Road Underpass
Detailed Seismic Assessment and Seismic Improvements of Market Road Underpass D. Novakov, D. Ashby, T. Chin & A. George Opus International Consultants Ltd, Wellington - Auckland, New Zealand. G. Gregg
More informationTo: Kris Markarian, City of Santa Clarita Job No
803 Camarillo Springs Road, Suite C Camarillo, California 93012 (805) 437-1900 FAX (805) 437 1901 www.impactsciences.com MEMORANDUM To: Kris Markarian, City of Santa Clarita Job No. 1046.003 From: Susan
More informationDesign of Picton Railway Overbridge for Mine Subsidence
Design of Picton Railway Overbridge for Mine Subsidence Geraint Jones Long Bai Small Bridges Conference 24 November 2015 Introduction - Presentation Structure >Project Background >Longwall Mining >Location
More informationArchitect/Contractor/QS/Sub-Contractor/C of W/RE/File ref PiMS Documents Site Visit Report. Item Text Action on
Site visit report Project Title Killamarsh Cycleway (TPBN559 SUSTRANS Connect2 - Halfway to Killamarsh (Phase 1)) Project No. 290390 Site Visited Killamarsh Station Road Date of Visit 25 th November 2011
More informationDevelopment of Abutment Design Standards for Local Bridge Designs Volume 1 of 3
F. W. Klaiber, D. J. White, T. J. Wipf, B. M. Phares, V. W. Robbins Development of Abutment Design Standards for Local Bridge Designs Volume 1 of 3 Development of Design Methodology August 2004 Sponsored
More informationLow-Volume Road Abutment Design Standards
Low-Volume Road Abutment Design Standards V.W. Robbins HNTB Corporation 7450 W. 130th St., Suite 400 Overland Park, KS 66213 vrobbins@hntb.com F. Wayne Klaiber Bridge Engineering Center 418 Town Engineering
More informationConcrete Doesn t Just Come In Vanilla Anymore
feature Part 6: Flowable Fill Concrete Doesn t Just Come In Vanilla Anymore By A. Vance Pool, Senior National Resource Director, NRMCA This is the sixth article in a series on many of the different types
More information3/18/03 CE Keith P. Brabant, P.E.
1 Keith P. Brabant, P.E. 2 SELECT GRANULAR BACKFILL 3 4 Maximum of 15% fines Maximum size of 4 inches Free-draining, frictional, and durable Graduation limits referenced by AASHTO T-27 5 US Sieve Size
More informationUNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO CSAH NO. 6 OVER A BRANCH OF THE CALDWELL CREEK DISTRICT 1 - KOOCHICHING COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 36508 CSAH NO. 6 OVER A BRANCH OF THE CALDWELL CREEK DISTRICT 1 - KOOCHICHING COUNTY PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS
More informationVIRGINIA DEPARTMENT OF TRANSPORTATION NORTHERN VIRGINIA DISTRICT
VIRGINIA DEPARTMENT OF TRANSPORTATION NORTHERN VIRGINIA DISTRICT STATE BRIDGE NO. 6081 CITY OR COUNTY 053 LOUDOUN TYPE OF BRIDGE REPORT: REGULAR INSPECTION JANUARY 2016 BRIDGE NAME: DIRECTION: FOREST MILLS
More informationExperimental and Analytical Investigation of UHPC Pile-to-Abutment Connections
Experimental and Analytical Investigation of UHPC Pile-to-Abutment Connections Sriram Aaleti 1 and Sri Sritharan 2 1 Assistant Professor, Department of Civil, Construction and Environmental Engineering,
More informationA Tale of Two Bridges: Comparison between the Seismic Performance of Flexible and Rigid Abutments
A Tale of Two Bridges: Comparison between the Seismic Performance of Flexible and Rigid Abutments A.M. Morsy. Department of Civil, Architectural, and Environmental Engineering, The University of Texas
More informationGrade separated interchange at the intersection of U.S. Hwy 17 Bypass and Farrow Parkway
Grade separated interchange at the intersection of U.S. Hwy 17 Bypass and Farrow Parkway Jeff Sizemore, P.E. Geotechnical Design Support Engineer SCDOT Ed Tavera, P.E. Principal Geotechnical Engineer Geoengineers
More informationEFFECTS OF SPATIAL VARIATION OF SEISMIC INPUTS ON BRIDGE LONGITUDINAL RESPONSE
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 24 Paper No. 64 EFFECTS OF SPATIAL VARIATION OF SEISMIC INPUTS ON BRIDGE LONGITUDINAL RESPONSE Jiachen WANG 1, Athol
More informationKeywords: integral abutment bridge, pile head abutment connection, finite element method.
Global Journal of Researches in Engineering: e Civil And Structural Engineering Volume 15 Issue 1 Version 1.0 Year 2015 Type: Double Blind Peer Reviewed International Research Journal Publisher: Global
More informationPublic Hearing Summary Report
Public Hearing Summary Report SH 288 Direct Connectors To the Texas Medical Center Area City of Houston Harris County, Texas CSJ: 0598-01-095 Prepared for Texas Department of Transportation- Houston District
More information1 Study the drawings and the installation. 2 Ensure that you have the correct components. 3 Follow the manufacturer s instructions
1 Study the drawings and the installation plan ahead of time. Consider laying the components out in the approximate order in which they will be installed. This will help workers become familiar with the
More informationREMEMBER WE ARE HERE TO HELP CALL US OBLIGATION FREE TO DISCUSS YOUR REQUIREMENTS on
KEY POINTS YOU NEED TO KNOW Drivers need to do TLIF1007C Apply Fatigue Management Strategies to increase driving hours from 12 to 14 hours. This course will only increase your hours for those drivers who
More informationMichigan Avenue Corridor Study. Joint Policy / Technical Committee Meeting Wednesday, May 11, 2016
Michigan Avenue Corridor Study Joint Policy / Technical Committee Meeting Wednesday, May 11, 2016 Agenda 1. Welcome and Introductions 2. Project Update 3. Recap from April Joint Committee Meetings 4. Public
More information5 DAMAGE TO TRANSPORTATION FACILITIES
5 DAMAGE TO TRANSPORTATION FACILITIES In the Kocaeli, Turkey earthquake of August 17, 1999, extensive damage of transportation facilities occurred in the Kocaeli and Sakarya region, Turkey as shown in
More information\\H\15\ PH9 Inspection Photos
SHOP SLIDE Photo 1. at cracking across the footpath at the end of the Hwy 2 EB to Hwy 684 SB off ramp at the 99 Ave. intersection. Drop in asphalt trail (background) has worsened since 2013 and is now
More informationAmerican Society of Highway. Beardsley Connector Project. Jacob Dean
American Society of Highway Engineers (ASHE) Beardsley Connector Project Gary Fromm, PE Design Manager Jacobs Jacob Dean Project Manager Haydon Building Corp. Thinking Outside the Box: Why Go In Circles?
More informationFigure 3: Analytic procedure
International Journal of Scientific and Research ublications, Volume 7, Issue 5, May 2017 567 Investigation of Integral Bridge Effect under Dynamic Loading Haymanmyintmaung *,kyawlinnhtat ** * Department
More informationThe compliance monitors are responsible for reviewing NEXUS s construction and documenting compliance with the FERC Certificate.
FEDERAL ENERGY REGULATORY COMMISSION ENVIRONMENTAL COMPLIANCE MONITORING PROGRAM WEEKLY SUMMARY REPORT NEXUS GAS TRANSMISSION PROJECT DOCKET NO.: CP16-22-000 FOR THE PERIOD: FEBRUARY 12 THROUGH FEBRUARY
More informationR-Group Finland Oy. RLS Lifting Sockets Technical Manual According to Eurocodes, EU Machinery directive 2006/42/EC and VDI/BV-BS 6205 CE Approved
R-Group Finland Oy RLS Lifting Sockets Technical Manual According to Eurocodes, EU Machinery directive 2006/42/EC and VDI/BV-BS 6205 CE Approved 9.1.2017 2 Table of Contents 1 DESCRIPTION OF THE SYSTEM...
More informationThe Proposed Pilot Extension of MBTA Commuter Rail Service to Foxborough Response to Questions Posed by the Fiscal & Management Control Board
The Proposed Pilot Extension of MBTA Commuter Rail Service to Foxborough Response to Questions Posed by the Fiscal & Management Control Board 1. Please provide the documents regarding the Fairmont Line
More informationSTUDY OF THE REASONS THAT INDUCE CRACKS AT BRIDGE DECK END
STUDY OF THE REASONS THAT INDUCE CRACKS AT BRIDGE DECK END by Zhengyu Liu Research Team: Zhengyu Liu, Graduate Research Student, Bridge Engineering Center, Iowa State University Brent M Phares, Director,
More informationExperimental investigation of axial load on low cycle fatigue performance of steel H piles in integral bridges
Experimental investigation of axial load on low cycle fatigue performance of steel H piles in integral bridges *Memduh Karalar 1) and Murat Dicleli 2) 1) Department of Civil Engineering, Bülent Ecevit
More informationMonitored Displacements of a Unique Geosynthetic-Reinforced Walls Supporting Bridge and Approaching Roadway Structures
Abu-Hejleh, N., Zornberg, J.G., and Wang, T. (). Monitored Displacements of a Unique Geosynthetic-Reinforced Walls Supporting Bridge and Approaching Roadway Structures. Proceedings of the 8th Annual Meeting,
More informationPENNDOT e-notification
PENNDOT e-notification Bureau of Design Engineering Computing Management Division BRADD No. 027 August 30, 2010 Release of Version 3.1.5.0 PennDOT's Bridge Automated Design and Drafting Software (BRADD)
More informationUNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO CSAH NO. 4 OVER THE CLEARWATER RIVER (DAM) DISTRICT 2 - CLEARWATER COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 4992 CSAH NO. 4 OVER THE CLEARWATER RIVER (DAM) DISTRICT 2 - CLEARWATER COUNTY PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS,
More informationNumerical analysis of the embedded abutments of integral bridges
Numerical analysis of the embedded abutments of integral bridges Ming XU Researcher, Dept. of Civil & Env. Engrg., University of Southampton, UK Summary Alan G. BLOODWORTH Lecturer, Dept. of Civil & Env.
More informationPennsylvania s Experience with LRFD Implementation. By: Thomas Macioce, P.E. Beverly Miller, P.E. Pennsylvania Department of Transportation
Pennsylvania s Experience with LRFD Implementation By: Thomas Macioce, P.E. Beverly Miller, P.E. Pennsylvania Department of Transportation Overview Case History Spread Footing Width and Braking force Approach
More informationIndependent Hybrid Corrosion Protection Appraisal
Transportation Concrete Preservation Technologies Ltd 07/05/2015 Independent Hybrid Corrosion Protection Appraisal On behalf of: Concrete Preservation Technologies Ltd. Prepared by:... Checked by:... Wayne
More informationSTONY PLAIN REGION GEOHAZARD RISK ASSESSMENT SITE INSPECTION FORM HIGHWAY AND KM: Hwy 621:02, km 16.39
SITE NUMBER AND NAME: NC 52 Pembina River Bridge LEGAL DESCRIPTION: SE 1-50-9-W5M STONY PLAIN REGION GEOHAZARD RISK ASSESSMENT SITE INSPECTION FORM HIGHWAY AND KM: Hwy 621:02, km 16.39 NAD 83 COORDINATES:
More informationIH 820 SOUTHEAST CORRIDOR STUDY
IH 820 SOUTHEAST CORRIDOR STUDY IH 820 from IH 20 to Meadowbrook Drive IH 20 from Forest Hill Drive to Kelly Elliott Road US 287 from Bishop Street to Sublett Road February 2017 Project Study Area IH 820
More informationCHAPTER 5 MODELING OF THE BRIDGE
62 CHAPTER 5 MODELING OF THE BRIDGE 5.1 MODELING SAP2000, a nonlinear software package was used for modeling and analysing the study bridge. The following list provides details about the element type used
More informationIntegral Abutment Bridges-Development of Soil Model for Soil Structure Interaction in Time History Analysis
International Journal of Engineering Research and Development e-issn: 2278-067X, p-issn: 2278-800X, www.ijerd.com Volume 10, Issue 3 (March 2014), PP.31-40 Integral Abutment Bridges-Development of Soil
More informationMed School Design and Construction Schedule Med School - Classic WBS Layout w/ WBS S 20-Jul-16 09: d 452d 03-Aug-15 A 09-May-18 0d 6.
Med School Design and Construction Schedule 755d 452d 03-Aug-15 A 09-May-18 0d 6.89% s 701d 432d 19-Aug-15 A 21-Mar-18 0d 0% 147 Institution Approvals (Trustees) 0d 0d 19-Aug-15 A 100% EVHR 000-000-1000
More informationCity of Johannesburg Johannesburg Roads Agency. 66 Pixley Ka Isaka Seme Street Cnr. Rahima Moosa Street Johannesburg 2001
City of Johannesburg Johannesburg Roads Agency 66 Pixley Ka Isaka Seme Street Cnr. Rahima Moosa Street Johannesburg 2001 P/Bag X70 Braamfontein South Africa 2017 Tel +27(0) 11 298 5000 Fax +27(0) 11 298
More informationIntegral Abutment Bridge Design with Soil Structure Interaction
Integral Abutment Bridge Design with Soil Structure Interaction Thursday, May 11, 2017 3:00 PM 4:00 PM EST Speaker Engineer: Suthichai Saelim Project Location WESTBOROUGH Railroad HOPKINTON Project Location
More informationPrecast Concrete Elements for Accelerated Bridge Construction
Precast Concrete Elements for Accelerated Bridge Construction Volume 3. Laboratory Testing, Field Testing, and Evaluation of a Precast Concrete Bridge: Black Hawk County Final Report January 2009 Sponsored
More informationQuestions and Answers on VDOT's Supplement to the AASHTO Manual for Bridge Element Inspection
Questions and Answers on VDOT's Supplement to the AASHTO Manual for Bridge Element Inspection No. 1 2/26/2016 830 MSE Wall V 26 Is ADE 830 MSE Wall to be used in conjunction with NBE 218 Other Abutment
More informationWHAT IS IBS? Definition:-
WHAT IS IBS? Definition:- CONSTRUCTION METHOD/SYSTEM which its components been produced/prefabricated in CONTROLLED situations ( on site or factory) TRANSFERRED and FABRICATED in construction works by
More informationNovel treatment technique
Final conference Zagreb, 27 th April 2018 TREAT How to choose the optimal rehabilitation technique Novel treatment technique Stanislav Lenart Slovenian National Building and Civil Engineering Institute
More informationMonitoring of a bridge with integral abutments
Monitoring of a bridge with integral abutments J. Erisen, M. Veljovic, & M. Nilsson Luleå University of Technology, Luleå, Sweden ABSTRACT: Preliminary results obtained from short term test-loading are
More informationGeosynthetic-reinforced soil bridge abutments
Geosynthetic-reinforced soil bridge abutments Measuring the performance of geosynthetic reinforcement in a Colorado bridge structure. By Jorge G. Zornberg, Naser Abu-Hejleh, and Trever Wang The technology
More informationSEISMIC PERFORMANCE OF SEAT- TYPE ABUTMENT HIGHWAY BRIDGES IN ILLINOIS
CIVIL ENGINEERING STUDIES Illinois Center for Transportation Series No. 18-015 UILU-ENG-2018-2015 ISSN: 0197-9191 SEISMIC PERFORMANCE OF SEAT- TYPE ABUTMENT HIGHWAY BRIDGES IN ILLINOIS Prepared By James
More information2007 Niigata Chuetsu-oki Earthquake, Field Reconnaissance Report
Tokyo Institute of Technology, Japan Department of Civil Engineering, Kawashima Laboratory Address: -1-1, O-okayama, Meguro-ku, Tokyo, Japan, Zip code: 15-855 Assistant Professor: Gakuho Watanabe Master
More informationExperimental Evaluation of Seismic Pounding at Seat- Type Abutments of Horizontally Curved Bridges
Experimental Evaluation of Seismic Pounding at Seat- Type Abutments of Horizontally Curved Bridges J.D. Wieser, E. Maragakis & I.G. Buckle Center for Civil Engineering Earthquake Research, University of
More information