Well Road Project Accelerated Bridge Construction Using Self-Propelled Modular Transporters (SPMT s) By: Mark Bucci, P.E.
|
|
|
- Lorraine Long
- 6 years ago
- Views:
Transcription
1 Well Road Project Accelerated Bridge Construction Using Self-Propelled Modular Transporters (SPMT s) By: Mark Bucci, P.E.
2 Presentation Outline Project History Project Scope Construction Alternatives Plan Development Contractor s Methodology Current Project Status
3 Project History Site Information West Monroe, LA LA 3249 (Well Road) over I-20 Well Road Overpass Truck Stop
4 Project History Site Information High Average Daily Traffic (ADT) I-20 41,300 ADT LA 3249 (Well Road) 18,700 ADT High truck traffic
5 Project History Existing Bridge Built in Simple Span Composite Steel Plate Girder Bridge (55 ft 70 ft 85 ft 50 ft) Lightweight concrete deck
6 Project History Bridge Condition Deck Deterioration
7 Project History Deck Deterioration
8 Project History Deck Deterioration
9 Project History Bridge Condition Bearing Corrosion
10 Project History Bearing Corrosion (Cont.)
11 Project History Bridge Condition Column Bent Spalling
12 Project History Bridge Load Testing (March 2008) Bridge Diagnostics, Inc. (BDI) performed the testing Determine the structural capacity considering deck deterioration Review the load rating Provide information to assist in determining the best course of action for rehabilitation
13 Project History Bridge Load Testing
14 Project History Bridge Load Testing Finite Element Model Calibrated to match the test results The structure was load rated Results The bridge did not need to be load posted An overlay could be applied
15 Project History Temporary Repairs Quick Set Concrete Patches
16 Project History Temporary Repairs Asphalt Overlay Recommended by the District to reduce maintenance
17 Presentation Outline Project History Project Scope Construction Alternatives Plan Development Contractor s Methodology Current Project Status
18 Project Scope Project created in mid 2008 to perform permanent repairs Funded by State Surplus Aggressive delivery schedule Proposed July 2009 letting
19 Project Scope Requirements Replace the deck Minimize impacts to businesses and the traveling public Maintain vertical clearance Strengthen substructure if necessary Considerations High ADT Heavy Truck Traffic Future widening
20 Accelerated Construction
21 Presentation Outline Project History Project Scope Construction Alternatives Plan Development Contractor s Methodology Current Project Status
22 Construction Alternatives Accelerated Construction Precast Panel Units
23 Construction Alternatives Accelerated Construction Precast Panel Units
24 Construction Alternatives Accelerated Construction Span Replacement
25 Construction Alternatives Accelerated Construction Span Replacement Self-Propelled Modular Transporters (SPMT s)
26 Construction Alternatives Accelerated Construction Span Replacement Self-Propelled Modular Transporters (SPMT s)
27 Construction Alternatives Accelerated Construction Span Replacement Crane
28 Construction Alternatives Accelerated Construction Recommend span replacement Reduce traffic impacts Limit overall closure period
29 Presentation Outline Project History Project Scope Construction Alternatives Plan Development Contractor s Methodology Current Project Status
30 Plan Development Project Initiation Task order was created with Modjeski and Masters (NTP issued July 2008) Design and develop plans for the new steel girder spans with a concrete deck Load rate the repaired bridge Develop plans to strengthen the substructure if necessary Establish constructability Traffic control plan
31 Plan Development Steel Girder Replacement Spans 28 clear roadway Weathering steel rolled W-shape girders Girders to be composite with deck 7 ½ thick concrete deck Epoxy coated deck steel
32 Plan Development Steel Girder Spans
33 Plan Development Bridge Load Rating Existing bridge was designed using the HS-20 truck The rating showed that the substructure required strengthening using LRFR (HL-93 truck)
34 Plan Development Substructure Strengthening A spread footing was added between the existing pile footings of column bents Drilled shafts were added to the existing end bents
35 Plan Development Substructure Strengthening Column Bent Spread Footing
36 Plan Development Substructure Strengthening End Bent Strengthening (Drilled Shafts)
37 Plan Development Suggested Method of Construction Construct spans in a staging area Move the spans using SPMT s Replace the spans over four consecutive nightly closures from 7:00 PM to 7:00 AM Replace all four spans over a weekend closure beginning at 7:00 PM Friday and re-opening the bridge at 7:00 AM the following Monday
38 Plan Development Suggested Method of Construction
39 Plan Development Suggested Method of Construction
40 Plan Development Suggested Method of Construction
41 Plan Development Prefabrication Plan Geotechnical assessment Design of temporary supports Settlement analysis and monitoring
42 Plan Development Movement Plan As-built survey Moving equipment Path of movement Lift point locations Analysis of temporary loads on spans Geotechnical assessment Span monitoring Contingency planning
43 Plan Development Span Monitoring 10 Elevation reference points per span Monitoring Intervals Before Lift Immediately After Lift As needed through transport to maintain relative elevations Final Position
44 Plan Development Traffic Control Plan Road Closed Road Closed Temporary Detour
45 Plan Development Traffic Control Plan Temporary Detour Road
46 Plan Development Traffic Control Plan Project Site
47 Plan Development Project was let in December 2009 Engineer s Estimate $3.95 Million Contractor s Bid Price $ 3.17 Million Awarded to Gibson and Associates Work Order issued March 2010
48 Presentation Outline Project History Project Scope Construction Alternatives Plan Development Contractor s Methodology Current Project Status
49 Contractor s Methodology Staging area within the interchange Temporary steel pipe trestle SPMT s to move the spans Perform the moves over a weekend closure
50 Contractor s Methodology Staging Area and Movement Path Staging Area
51 Contractor s Methodology Temporary Support
52 Contractor s Methodology Temporary Support
53 Contractor s Methodology Movement Method
54 Contractor s Methodology Movement Method
55 Presentation Outline Project History Project Scope Construction Alternatives Plan Development Contractor s Methodology Current Project Status
56 Current Project Status Substructure Strengthening
57 Current Project Status Substructure Strengthening
58 Current Project Status Substructure Strengthening
59 Current Project Status Span Construction
60 Current Project Status Span Movement Span movement plan is currently under review Span movement is tentatively scheduled for early February 2011
61 The End
SR 0136-G10 ABC BRIDGE REPLACEMENT in Eighty Four, PA
ASHE NATIONAL PROJECT OF THE YEAR SR 0136-G10 ABC BRIDGE REPLACEMENT in Eighty Four, PA For the PENNSYLVANIA DEPARTMENT OF TRANSPORTATION Engineering District 12-0 Submitted By: January 29, 2018 AMERICAN
ASCE STRUCTURAL ENGINEERING CONFERENCE. Ames Iowa
2014 HDR Architecture, 2014 HDR, Inc., all rights reserved. ASCE STRUCTURAL ENGINEERING CONFERENCE Ames Iowa WHAT DO YOU DO IF YOU HAVE MORE PROJECT THAN BUDGET? DESIGN BUILDER SELECTION METHOD Fixed Price
Accelerated Bridge Construction (ABC) National Status
Accelerated Bridge Construction (ABC) National Status by Mary Lou Ralls, P.E., Ralls Newman, LLC 88 th Annual Transportation Short Course Texas A&M University College Station, Texas Session: Construction
Rt. 15/29 (SBL) Bridge Superstructure Replacement and Roadway Widening
Rt. 15/29 (SBL) Bridge Superstructure Replacement and Roadway Widening March 5, 2009 Nicholas J. Roper NOVA District Bridge Engineer Robert F. Price Resident Administrator of Loudoun/ Prince William Construction
PUBLIC INFORMATION MEETING June 24, 2015
Gallows Road (RTE. 650) over Arlington Boulevard (RTE. 50) Fairfax County Bridge Rehabilitation, Preventive Maintenance and Pier Repairs Phase 1 - Project No. 0650-029-235; UPC 106956, Pier Repair Phase
Zinc Rich Paint in a Pigeon Rich Environment
Zinc Rich Paint in a Pigeon Rich Environment Achieving Bridge Rehab without Going to Rehab Louisville Bridge Rehabilitation Lea Joyner Bridge Rehabilitation US 80 / Ouachita River Monroe/West Monroe Ouachita
Steve Haines, P.E., Parsons, (303) , James Studer, Kiewit, (926) ,
PLACEMENT OF PRECAST PRESTRESSED CONCRETE GIRDER BRIDGE SPANS WITH SELF PROPELLED MODULAR TRANSPORTERS PIONEER CROSSING DESIGN/BUILD PROJECT, AMERICAN FORK, UT Steve Haines, P.E., Parsons, (303) 831-8100,
Boeing North Bridge in Washington State
Boeing North Bridge in Washington State Gregory A. Banks ABC-UTC Webinar May 2015 Project Overview -Location Located in Renton, WA PROJECT SITE RENTON 2 Project Overview Site Layout Lake Washington Existing
Specification Changes and Their Effect on Plans. Bridge Construction Issues. BRG VTC April, 2010
Specification Changes and Their Effect on Plans Bridge Construction Issues BRG VTC April, 2010 Brian D. Merrill, P.E. BRG Construction & Maintenance Branch Also: Common Plan Review Items Revised Specifications
Project Overview. Wilson Boulevard over Route 50 Bridge Rehabilitation. Get Involved. Public Information Meeting. Contact Information
Get Involved VDOT representatives will review and evaluate any information received as a result of the public information meeting. The comment sheet in this brochure is provided to assist in making your
SHRP 2 - R04 Innovative Bridge Designs for Rapid Renewal
SHRP 2 - R04 Innovative Bridge Designs for Rapid Renewal FEHRL Long Life Bridges SQUARE (Brussels) Thursday June 10, 2010 Objective RAPID RENEWAL Bridge Systems WHAT IS THE BIG IDEA? Manufactured Bridges
BRIDGE CONSTRUCTION USING SELF-PROPELLED MODULAR TRANSPORTERS (SPMT)
SPECIAL PROVISION August 31, 2009 PROJECT # S-R399(42) PROJECT # S-R399(59) PIN # 6697/7236 SECTION 03253S BRIDGE CONSTRUCTION USING SELF-PROPELLED MODULAR TRANSPORTERS (SPMT) Add Section 03253S: PART
Grade Separation Systems. Single-Span Rail Bridge Construction Procedure. An innovation from art engineering inc.
Grade Separation Systems Single-Span Rail Bridge Construction Procedure An innovation from art engineering inc. GSS Single-Span Example Shown: An existing railroad grade crossing. Existing railroad Existing
LRFD Bridge Design Manual Changes
LRFD Bridge Design Manual Changes Dave Dahlberg Bridge Design Manual & Policy Engineer May 17, 2017 Bridge Office mndot.gov/bridge Overview 1) Concrete mix designations 2) Reinforcing bar development and
Design of the IL 127 Kaskaskia River Bridge Illinois Transportation and Highway Engineering Conference February 24, 2015 University of Illinois at
Design of the IL 127 Kaskaskia River Bridge February 24, 2015 University of Illinois at Urbana-Champaign Project Overview PTB 155, Item 58 Phase II Engineering Services IDOT District 8 Modjeski and Masters,
Cumberland Viaduct Rehabilitation Project Contract No. AL R Presenter Bob Bofinger MDSHA Office of Structures
Cumberland Viaduct Rehabilitation Project Contract No. AL4095180R Presenter Bob Bofinger MDSHA Office of Structures Project Justification & Improvements Condition State The deck, superstructure and substructure
Innovative Bridge Designs in Colorado by Pete Chomsrimake, P.E. ABC Project SME, CDOT Staff Bridge
Innovative Bridge Designs in Colorado by Pete Chomsrimake, P.E. ABC Project SME, CDOT Staff Bridge ABC History in Colorado 1. Promote Using Prefabricated Bridge & CBC Members since Early 1990 (Partnership
Jane Addams Memorial Tollway (I 90) Fox River Bridge Traffic Needs Drive Innovative Solutions
Jane Addams Memorial Tollway (I 90) Fox River Bridge Traffic Needs Drive Innovative Solutions Scott Eshleman, P.E., S.E, CVS, Stanley Consultants Keith Sargent, P.E., Thomas Engineering Group, LLC February
Accelerated Bridge Construction (ABC) webinar Thursday, October 24, 2013 ABC Center at Florida International University (FIU) presents
Accelerated Bridge Construction (ABC) webinar Thursday, October 24, 2013 ABC Center at Florida International University (FIU) presents Washington State s Skagit River Bridge Emergency Slide Bijan Khaleghi
John James Audubon Bridge
John James Audubon Bridge Cable-Stayed Main Span Over the Mississippi River Johns Hopkins University Whiting School of Engineering September 10, 2008 The Project Scheduled Time to Complete Estimated Number
Bonner Bridge Replacement Update:
Bonner Bridge Replacement Update: Jerry D. Jennings, PE - NCDOT Division 1 Engineer Pablo A. Hernandez, - NCDOT Resident Engineer September 18, 2017 Bonner Bridge Replacement Timeline Refresher Bonner
Northeast Bridge Preservation Partnership Meeting
Northeast Bridge Preservation Partnership Meeting Superstructure Preservation Strategies Aetna Viaduct Superstructure Repairs Route I-84 City of Hartford, CT State Project No. 63-648 David A. Cutler, P.E.
Bridge Preservation Beyond the Short Term
Bridge Preservation Beyond the Short Term Anwar S. Ahmad, P.E. Bridge Preservation Engineer Federal Highway Administration Louisiana Transportation Conference Baton Rouge, LA January 12, 2011 Presentation
7 Bridges in 74 Days. NC 12 Detour
7 Bridges in 74 Days (Or Less) NC 12 Detour Ocracoke NC 12 Bridges Ocracoke NC 12 Bridges Existing 7 bridges built in 1950's Timber structures w/ ACP Clear width 22.5 ft. 36 to 152 ft. long Limited redirective
SIBLEY POND DESIGN-BUILD BRIDGE REPLACEMENT ROUTE 2 CANAAN/PITTSFIELD, MAINE
SIBLEY POND DESIGN-BUILD BRIDGE REPLACEMENT ROUTE 2 CANAAN/PITTSFIELD, MAINE Keith Donington, P.E. October 2012 1 Sibley Pond - Bridge Elevation 2 Bridge Open to Traffic November 2011 3 Bridge Highlights
2010 STATE BRIDGE ENGINEERS QUESTIONNAIRE
Gusset Plates 2010 STATE BRIDGE ENGINEERS QUESTIONNAIRE (50 Responses) Page 1 of 11 1) How many trusses are in your state? 2302 trusses owned by the state 8202 trusses owned by local agencies 2) What percentage
REHABILITATION PACKAGE 4-a
4-a WINONA BRIDGE (BRIDGE 5900) REHABILITATION PACKAGE 4-a Rehab option 4-a is a rehabilitation package whereby all spans of the existing steel truss structure would be rehabilitated and strengthened.
Design and Construction of the SH58 Ramp A Flyover Bridge over IH70. Gregg A. Reese, PE, CE, Summit Engineering Group, Inc.
Design and Construction of the SH58 Ramp A Flyover Bridge over IH70 Gregg A. Reese, PE, CE, Summit Engineering Group, Inc., Littleton, CO ABSTRACT: The SH58 Ramp A bridge in Golden, CO is the latest on
Ironton Russell Bridge Project
Construction Update January 1, 2016 Rendering by URS Responsible for Construction Inspection & Engineering Prepared by: Brian Davidson, P.E. Project Overview The Ironton Russell Bridge Project entails
STATE OF NEW JERSEY DEPARTMENT OF TRANSPORTATION
STATE OF NEW JERSEY DEPARTMENT OF TRANSPORTATION PRELIMINARY DESIGN SUBMISSION REPORT For U.S. Route 130 Over Raccoon Creek Bridge Township of Logan Gloucester County, New Jersey Prepared By: Structural
I-70 over SR 121 Bridge Slide Construction and Engineering
I-70 over SR 121 Bridge Slide Construction and Engineering March 6, 2018 Kevin Gorak, American Structurepoint Pete Jerrell, Walsh Construction Project Overview Project Location I-70 in Richmond, IN Project
Boeing North Bridge: Lessons Learned in Accelerated Bridge Construction
Boeing North Bridge: Lessons Learned in Accelerated Bridge Construction Gregory A. Banks, Myles Parrish, Charles W. Spry WSDOT ABC Workshop April 2015 Project Overview Location Located in Renton, WA PROJECT
Accelerated Bridge Construction Award
Accelerated Bridge Construction Award PBES SR 288 Main Street Bridge Project Wampum Borough, Pennsylvania This is a first for PADOT to incorporate an all precast project built in an accelerated manner
Oatman Highway at Sacramento Wash Crossing Federal Aid No. 000-MMO-0(216)T ADOT Project No MO MMO T C
87-Hour Bridge Construction in Arizona ABC and ARC at the Speed of Commerce Mohave County (Topock), Arizona Oatman Highway at Sacramento Wash Crossing Federal Aid No. 000-MMO-0(216)T ADOT Project No. 0000
Chapter 1. General Design Information. Section 1.02 Structure Selection and Geometry. Introduction
Chapter 1 Bridge Design Manual General Design Information Section 1.02 Selection and Geometry Introduction Selection or Rehabilitation Report This section of the design manual provides guidance on the
Accelerated and Innovative Bridge Construction In Washington State
Accelerated and Innovative Bridge Construction In Washington State Bijan Khaleghi Bijan.Khaleghi@WSDOT.WA.Gov Washington State Department of Transportation Bridge and Structures Office Olympia Washington
AGENDA AGENDA. Route 15/29 SBL Bridge Superstructure Replacement & Widening. NOVA District. Bridge Views SCOPE. Existing Structure.
Route 15/29 SBL Bridge Superstructure Replacement & Widening Existing Structure Scope Accelerated Procedure Staging (Superstructure) Preparatory Work (Substructure) NOVA District Questions EXISTING STRUCTURE
Red Wing Bridge Alternates
Alternate 1 Tied Arch Alternate 2 Simple Span Truss Alternate 1 Design Drawing Alternate 2 Design Drawing Similar Bridge Design to Alternate 1 Similar Bridge Design to Alternate 2 Evaluation Matrix for
VT 14 East Montpelier Bridge Project Informational Meeting. February 22, 2017
VT 14 East Montpelier Bridge Project Informational Meeting February 22, 2017 Welcome & Introductions VTrans Mark Sargent, Project Manager Wayne Symonds, Structures Program Manager Chris Barker, Resident
Structural Lightweight Concrete for Accelerated Bridge Construction
Structural Lightweight Concrete for Accelerated Bridge Construction AASHTO T-4 Meeting June 28, 2005 Reid W. Castrodale, PhD, PE Carolina Stalite Company ROTARY KILN PRODUCED STRUCTURAL LIGHTWEIGHT AGGREGATE
Strain Gauge Balancing of the Lea Joyner
Strain Gauge Balancing of the Lea Joyner Double Leaf Bascule Span Bridge Louisville Ave. Across the Ouachita River Monroe, Louisiana By Stewart P. Hingle, P.E. Louisiana Department of Transportation and
PHASING CONSIDERATIONS FOR BRIDGES
PHASING CONSIDERATIONS FOR BRIDGES Christopher Miller, P.E. 6/11/18 Table of contents 1 What Not to Do 3 2 Span Arrangement 4-9 3 4 5 6 Superstructure Geometric Considerations Superstructure Structural
John James Audubon Bridge. Introduction
John James Audubon Bridge Introduction The Project Why build the bridge? The bridge--proposed to be the longest cable-stayed bridge in America--will replace an existing ferry between the communities of
Get In, Get Out, Stay Out!
Get In, Get Out, Stay Out! FHWA Accelerated Bridge Construction Program By Gary Jakovich, P.E. Senior Bridge Engineer, FHWA Virginia Concrete Conference Richmond, VA March 6-7, 2007 Federal Highway Administration
Conceptual Design Report
Conceptual Design Report I-244/Arkansas River Multimodal Bridge Tulsa, Oklahoma Prepared for the Oklahoma Department of Transportation Prepared by: August 2009 I-244 / ARKANSAS RIVER MULTIMODAL BRIDGE
Introduction.» Demolition Concepts» Concept Design» Final Design» Construction» Health Monitoring
Location of Project Introduction» Demolition Concepts» Concept Design» Final Design» Construction» Health Monitoring Existing Bridge» Built in 1928» 255-foot Open Spandrel Concrete Arch Bridge» 24-foot
Michael Lewis Director, Rhode Island Department of Transportation
Michael Lewis Director, Rhode Island Department of Transportation AASHTO Subcommittee on Construction August 14, 2013 Today s Session Rhode Island s Engagement in the Implementation Assistance Program
Strengthened Bascule Piers for the Newly Rehabilitated Bridge of Lions
13 th BIENNIAL SYMPOSIUM OCTOBER 25-28, 2010 Strengthened Bascule Piers for the Newly Rehabilitated Bridge of Lions Jian Huang, Ph.D., P.E. and R. Wayne McLennon, P.E. TranSystems Corporation 2400 E. Commercial
MISENER DAM. Site Number LYNN STREET, PORT DOVER km N of Highway 6
NORFOLK COUNTY MISENER DAM Site Number 980501 LYNN STREET, PORT DOVER 0.65 km N of Highway 6 Ontario Structure Inspection Manual - Inspection Form Site Number: 980501 Inventory Structure Name Misener Dam
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO CSAH NO. 15 OVER THE ARCOLA CHANNEL HENNEPIN COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 27510 CSAH NO. 15 OVER THE ARCOLA CHANNEL HENNEPIN COUNTY MAY 21, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS, INC.
Rehabilitation Design and Construction for the US 190 Mississippi River Bridge Cleaning, Painting, and Repair Project
Rehabilitation Design and Construction for the US 190 Mississippi River Bridge Cleaning, Painting, and Repair Project 2013 Louisiana Transportation Conference Session 13 Durk Krone, P.E., TRC Engineers,
APPENDIX G WHITTIER BRIDGE TYPE STUDY EVALUATION OF BRIDGE ALTERNATIVES
APPENDIX G WHITTIER BRIDGE TYPE STUDY EVALUATION OF BRIDGE ALTERNATIVES Massachusetts Department of Transportation Highway Division I-95 / Whittier Bridge Replacement Type Study Report 6. Evaluation of
NEWINGTON-DOVER WELCOME
NEWINGTON-DOVER Spaulding Turnpike / Little Bay Bridge Project WELCOME SENH/NH-ASCE Joint Meeting September 28, 2011 VHB, Inc. Presentation Outline Introduction Project Overview Bridge Design Considerations
The Chief Estimator Software. Item Cost Summary Bridge & Overpass Projects
The Chief Estimator Software Item Cost Summary Bridge & Overpass Projects Elevated Transit Guideways Precast Girder Elevated Guideway 10 Abutment Excavation & Backfill 1,500.00 m3 222 10,368 8,634 1,309
BRIDGE MAINTENACE EMERGENCY PROJECTS
BRIDGE MAINTENACE EMERGENCY PROJECTS PILE DRIVING ANALYZER (PDA) Bridge Maintenance works with the Geotechnical section to determine pile capacity Bridge Maintenance collects the PDA restrike data required
US 36 Truss Bridge Rehabilitation Schedule-Critical Deadline Met with Teamwork and Innovation
US 36 Truss Bridge Rehabilitation Schedule-Critical Deadline Met with Teamwork and Innovation March 7, 2018 Who We Are Dave Day, PE Senior Project Manager 34 years with American Structurepoint, Inc. Purdue
I-74 over the Mississippi River
I-74 over the Mississippi River Design and Construction of Arch Foundations 104 th Transportation and Highway Engineering Conference Presented by: Andrew J. Keaschall, PE, SE, Alfred Benesch & Company
CHEF MENTEUR BRIDGE REPLACEMENT
CHEF MENTEUR BRIDGE REPLACEMENT Gumbo Engineers, Inc. Lucy Farrar, Travis Honore, Jeremy Vezina, Thomas Harrison PRELIMINARY DESIGN Fall 2016 Semester CE 4750 Professional Issues Mr. Miles Williams INTRODUCTION
2016 ACEC/PA ANNUAL MEETING
2016 ACEC/PA ANNUAL MEETING z I-49 North, Segment K (I-220 to Martin Luther King Drive) Interchange Project Durk Krone, P.E., TRC Engineers Inc., Baton Rouge, La 1 I-49 North Segment K Project 2 AGENDA
SOUTH MEDFORD INTERCHANGE BRIDGES
Eleven bridges were required for the project THe I-5 south medford Interchange by Keith Kaufman, Knife River Corporation Northwest and Daniel J. McIntier, formerly with H.W. Lochner Inc. Interstate 5 is
System Preservation in Louisiana
System Preservation in Louisiana LA Transportation Conference Baton Rouge, LA January 9, 2009 Danny Tullier, P.E. Bridge Preventive Maintenance LA DOTD How Louisiana Obtained Highway Bridge Program Funding
LYNNVILLE ROAD BRIDGE. Site Number D00027 LYNNVILLE ROAD, CONCESSION 11, WINDHAM. 2.3km W of Highway 24
LYNNVILLE ROAD BRIDGE Site Number LYNNVILLE ROAD, CONCESSION 11, WINDHAM 2.3km W of Highway 24 Ontario Structure Inspection Manual - Inspection Form Site Number: Inventory Structure Name Lynnville Road
Load Rating of a Steel Composite Girder Bridge
Load Rating of a Steel Composite Girder Bridge MIDAS 2016 Elite Engineers Webinar Series April 07, 2016 Luis J. Vila, Ph.D. Structural Engineer, GM2 Associates, Inc. Presentation Outline Introduction Modeling
St. Anthony Falls I-35W Bridge Replacement. ASHE National Conference June 13, Dustin Thomas, P.E. I-35W Bridge Construction Engineer
St. Anthony Falls I-35W Bridge Replacement ASHE National Conference June 13, 2014 Dustin Thomas, P.E. I-35W Bridge Construction Engineer The Former Bridge - 9340 Opened to traffic in 1967 Steel truss bridge
PRESERVING LOUISIANA S INFRASTRUCTURE: US190 MISSISSIPPI RIVER BRIDGE
PRESERVING LOUISIANA S INFRASTRUCTURE: US190 MISSISSIPPI RIVER BRIDGE Overview 1. Project Objectives 2. Bridge Data 3. Timeline 4. Existing Condition 5. Sequence of Coating and Repair Operations 6. Major
STANDARDIZED CONCRETE BRIDGES IN TEXAS. John Holt, PE, Texas Department of Transportation Ronald Medlock, PE, Texas Department of Transportation
STANDARDIZED CONCRETE BRIDGES IN TEXAS John Holt, PE, Texas Department of Transportation Ronald Medlock, PE, Texas Department of Transportation ABSTRACT Standardized concrete bridge plans are used extensively
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO MSAS NO. 119 OVER THE RED LAKE RIVER DISTRICT 2 - POLK COUNTY, CITY OF EAST GRAND FORKS
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 60019 MSAS NO. 119 OVER THE RED LAKE RIVER DISTRICT 2 - POLK COUNTY, CITY OF EAST GRAND FORKS AUGUST 29, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF
MASTER AGREEMENT FOR BRIDGE DESIGN SERVICES SCOPE OF WORK
MASTER AGREEMENT FOR BRIDGE DESIGN SERVICES SCOPE OF WORK The professional services to be provided by the Consultant under this Agreement shall be as necessary to complete the required analyses, layouts,
SIBLEY POND DESIGN-BUILD BRIDGE REPLACEMENT PROJECT ROUTE 2, CANAAN/PITTSFIELD, MAINE
SIBLEY POND DESIGN-BUILD BRIDGE REPLACEMENT PROJECT ROUTE 2, CANAAN/PITTSFIELD, MAINE G. Keith Donington, PE, Parsons Brinckerhoff, Manchester, NH Hany L. Riad, PhD, PE, Parsons Brinckerhoff, Boston, MA
Ellis Powell, PE NCDOT State Construction Engineer
7 Bridges in 74 Days (Or Less) Ellis Powell, PE NCDOT State Construction Engineer NC 12 Detour Ocracoke Island Former hangout of Blackbeard late 1600 s to early 1700 s National Seashore owned and controlled
Gilmerton Bridge Replacement Project Virginia Society of Professional Engineers (VSPE) March 27, 2013
1 Gilmerton Bridge Replacement Project Virginia Society of Professional Engineers (VSPE) March 27, 2013 PRESENTERS: Marc Papini Parsons Brinckerhoff, Project Manager Jim Holtje, P.E. PCL Civil Constructors,
ABC Techniques for Rapid Bridge Replacement. Bala Sivakumar HNTB Corporation. Purdue Road School 2017
ABC Techniques for Rapid Bridge Replacement Bala Sivakumar 03.08.2017 HNTB Corporation Purdue Road School 2017 Outline Introduction to ABC ABC Technologies Precast Decks SHRP2 ABC Toolkit Implementing
UNDERWATER BRIDGE INSPECTION REPORT DISTRICT 6 - RICE COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 66532 227 th STREET (TWP 45) OVER THE STRAIGHT RIVER DISTRICT 6 - RICE COUNTY SEPTEMBER 12, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION
Presenter: Contributing Authors: Guy C. Nelson PE, SE TEG Engineering, LLC Structural Engineer
Presenter: Guy C. Nelson PE, SE TEG Engineering, LLC Structural Engineer Contributing Authors: Bill Hazelton St. Clair County Road Commission Director of Engineering Dewayne Rogers St. Clair County Road
Ironton Russell Bridge Project
Construction Update October 1, 2014 Rendering by URS Responsible for Construction Inspection & Engineering Prepared by: Brian Davidson, P.E. Ironton Russell Bridge Project Project Summary: October 1, 2014
Rapid Repair Materials and Construction Rapid Bridge Repair Workshop Holiday Inn Tanglewood-Roanoke, Virginia May 21 and 22, 2009
Rapid Repair Materials and Construction Rapid Bridge Repair Workshop Holiday Inn Tanglewood-Roanoke, Virginia May 21 and 22, 2009 Michael Sprinkel, P.E. Associate Director Virginia Transportation Research
SEISMIC DESIGN AND RETROFIT OF BRIDGES ON MISSOURI S EARTHQUAKE PRIORITY ROUTES
SEISMIC DESIGN AND RETROFIT OF BRIDGES ON MISSOURI S EARTHQUAKE PRIORITY ROUTES Shyam Gupta, 1 P.E., Bryan A. Hartnagel, 2 Ph.D., P.E. Abstract The heart of the New Madrid Seismic Zone lies in the southeast
Replacing the Aging US 52 Mississippi River Bridge
2019 TRANSPORTATION & HIGHWAY ENGINEERING CONFERENCE F. Duncan, PE, G. Hasbrouck, PE and A. Dour, PE Replacing the Aging US 52 Mississippi River Bridge February 26, 2019 Project Overview US 52 / IL 64
In Service Replacement of Box Girder Bottom Slab
In Service Replacement of Box Girder Bottom Slab WSDOT Bridge No. 5/537S - Span 11 Craig R. Boone, P.E., S.E. Lynn Peterson Secretary of Transportation 2015 Western Bridge Engineers Seminar Reno, Nevada
Economical Design / Case Studies
Economical Design / Case Studies Alabama Technology Transfer Center Workshop Michael Barker, PE University of Wyoming & SSSBA Bridge Technology Center Outline of Today s Presentation Competitiveness of
West Virginia s First ABC Deck Replacement Project Bill Manuel & Johann Aakre HNTB Corporation
West Virginia s First ABC Deck Replacement Project Bill Manuel & Johann Aakre 10.26.2016 HNTB Corporation Outline Overview of WV TPK Ghent NB Bridge Existing Conditions ABC Deck Replacement Alternatives
BRIDGE CONSTRUCTION APPROACHES
SYNTHESIS ON THE USE OF ACCELERATED BRIDGE CONSTRUCTION APPROACHES FOR BRIDGE REHABILITATION By: Meghan Cronin July 29 th, 2016 Outline 2 Introduction Deck Joints Decks Girders Piers and Columns Abutments
US-131 Over the Muskegon River. Corey Rogers, P.E. Bridge Construction Engineer
US-131 Over the Muskegon River Corey Rogers, P.E. Bridge Construction Engineer NB and SB US-131 Each bridge is a three-span, 580 foot long, cast-in-place, post-tensioned concrete box girder structure resting
Highway Bridge Structure Components
Highway Bridge Structure Components Basic Bridge Components 1 Deck and 2 Stringer 3 Bearing 4 Pedestal 5 Footing 6 Piles 7 Underpass 8 Embakment 9 Live Loading Basic Bridge Components 1-Deck & wearing
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 69J13 RAILROAD STREET OVER STORM SEWER CITY OF DULUTH
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 69J13 RAILROAD STREET OVER STORM SEWER CITY OF DULUTH JULY 26, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS, INC.
Society of Women Engineers Region H Conference
Society of Women Engineers Region H Conference Faith Duncan, PE & Greg Hasbrouck, PE Replacing the Aging US 52 Mississippi River Bridge February 27, 2016 Project Overview US 52 / IL 64 over the Mississippi
STRUCTURES INSPECTION CERTIFICATION TRAINING COURSE
STRUCTURES INSPECTION CERTIFICATION TRAINING COURSE Code Pre/Route AFE Function Part 0 1000 7116 1174 N Hadley Eisenbeisz Bridge Construction Engineer Rick Brandner Mitchell Area Darrell utter Assistant
The Pennsylvania Rapid Bridge Replacement Project
1 The rebuilding of 558 structurally deficient bridges in the Commonwealth of Pennsylvania over a 3+ year span April 2017 Charles Zugell The Plenary Walsh Keystone Partners believe engaging local community
Ironton Russell Bridge Project
Construction Update October 1, 2015 Rendering by URS Responsible for Construction Inspection & Engineering Prepared by: Brian Davidson, P.E. Ironton Russell Bridge Project Project Summary: October 1, 2015
MOVABLE SPAN BRIDGES. Bridge of Lions, St. Augustine, Florida
MOVABLE SPAN BRIDGES Bridge of Lions, St. Augustine, Florida Location and Description of Setting: The Bridge of Lions crosses Matanzas Bay (part of the Intercoastal Waterway) and connects the city of St.
Baseline Document Change Announcement
BDC16MB-01 Page 1 of 9 New Jersey Department of Transportation 1035 Parkway Avenue, PO Box 600, Trenton, New Jersey 08625-0600 Baseline Document Change Announcement ANOUNCEMENT: BDC16MB-01 DATE: October
SINGLE STEEL BOX GIRDER BRIDGES FOR THE TERMINAL DEVELOPMENT PROJECT AT TORONTO PEARSON INTERNATIONAL AIRPORT. Srdjan Brasic, M.Sc., P.Eng.
SINGLE STEEL BOX GIRDER BRIDGES FOR THE TERMINAL DEVELOPMENT PROJECT AT TORONTO PEARSON INTERNATIONAL AIRPORT Srdjan Brasic, M.Sc., P.Eng. UMA Engineering Ltd. Paper prepared for presentation at the Technical
Experiences and Practices: Bridge Moves. Presentation Outline
Experiences and Practices: Bridge Moves Carmen Swanwick, S.E., Chief Structural Engineer Utah Department of Transportation 1 Presentation Outline ABC Implementation Contracting Methods Contract Documents
RESILIENT INFRASTRUCTURE June 1 4, 2016
RESILIENT INFRASTRUCTURE June 1 4, 2016 WESTMINSTER DRIVE UNDERPASS ACCELERATED BRIDGE CONSTRUCTION USING GIGO (GET IN-GET OUT) BRIDGE CONCEPT Mark D Andrea, M.Sc., P.Eng. Stantec Consulting Ltd., Canada
Project Team. D6 South Miami-Dade Resident Engineer Erik Padron, P.E. D6 Construction Project Manager Dari Vorce
Project Team D6 South Miami-Dade Resident Engineer Erik Padron, P.E. D6 Construction Project Manager Dari Vorce D6 Design Project Manager Ali Toghiani, P.E. CEI: AIM Engineering and Surveying Francis Chin,
Bridge Economy & Life Cycle Costs of Steel & Concrete Bridges
Bridge Economy & Life Cycle Costs of Steel & Concrete Bridges Missouri TEAM March 14, 2019 Michael Barker, PE University of Wyoming & SSSBA Bridge Technology Center Today s Presentation Initial Cost Case
HALLS RIVER BRIDGE REPLACEMENT
HALLS RIVER BRIDGE REPLACEMENT FDOT District 7 Structures Design Office Cristina Kay Suarez Mamunur Siddiqui, P.E. David Pelham Structures Designer Structures Design Engineer - SEOR Senior Structures Designer
STGEC Pre-Bid Load Testing for the Mobile River Bridge and Bayway Public Private Partnership (P3) Project
STGEC 2018 Reducing Pre-Bid Load Testing for the Mobile River Bridge and Bayway Public Private Partnership (P3) Project Sam Sternberg III, P.E. W. Robert Thompson III, P.E., D.GE / Sam Sternberg III, P.E.
Ontario Structure Inspection Manual Inspection Form Structure Number: 12
Inventory Data: Structure Name Gailbraith Road Bridge 1 Main Hwy/Road # On Under Crossing Navig. Water Non-Navig. Water Rail Type: Road Ped. Other Hwy/Road Name Structure Location Latitude Owner(s) Galbraith
BRANT - NORFOLK TOWNLINE ROAD
Municipal Structure Inspection Form NORFOLK COUNTY TOWNLINE BRIDGE Site Number 010057 BRANT - NORFOLK TOWNLINE ROAD 0.3 km W of County Road 5 Inventory Structure Name Townline Bridge On Crossing Rail Road