Rehabilitation of the Red Bank Road Bridge over Hoover Reservoir. Presented By: Doug Stachler, P.E.

Size: px
Start display at page:

Download "Rehabilitation of the Red Bank Road Bridge over Hoover Reservoir. Presented By: Doug Stachler, P.E."

Transcription

1 Rehabilitation of the Red Bank Road Bridge over Hoover Reservoir Presented By: Doug Stachler, P.E.

2 Project Organization Owner Delaware County Engineers Office Design Consultant CH2M HILL Contractor Double Z Construction Geotechnical Subconsultant BBC&M Survey Subconsultant Canter Surveying

3 Project Background Bridge carries local traffic over Hoover Reservoir Recreational boat waterway Drinking water source for the City of Columbus Popular Bicycle Route

4 Project Background Existing Bridge Built in 1954 Total Bridge Length = 182 Bridge Width = 26-0 (f/f barrier) 3-Span Steel Rolled Beam Bridge Standard Jointed Type Abutments Located within limits of 1200-foot sag vertical curve

5 Purpose of Project Deterioration of Bridge Deck & Steel Beams

6 Purpose of Project Deterioration of Concrete Curbs & Steel Railing

7 Purpose of Project Steel Railing Anchored into Concrete Curb Anchorage for the Bridge Railing is IMPORTANT

8 Purpose of Project Deterioration of Abutment Backwalls

9 Factors Attributed to Bridge Deterioration 55 Years of Ohio Winters Low Point of Sag Vertical Curve Located on Bridge Over-the-deck Drainage

10 Project Goals Replace existing bridge deck and rolled beams Convert existing jointed type abutment to semiintegral type Remove abutment backwall but patch and reuse existing abutment pile cap

11 Project Goals Provide a new bridge deck with increased width Meet current roadway design standards Provide additional safety for bicyclists

12 Project Goals Reuse as much of existing piers as possible

13 Project Goals Modify roadway profile to shift low point of sag vertical curve off of the bridge Location of Low Point on Existing Profile

14 Project Goals Keep all proposed work above the Ordinary High Water Mark (OHWM) to avoid necessary permits with the Army Corps of Engineers

15 Project Approach Traditional Bridge Design Process Red Bank Bridge Design Process Design Superstructure Design Superstructure Design Substructure NO Is Existing Substructure Design Sufficient? YES Design Foundation NO Is Existing Foundation Design Sufficient? YES Design Complete Design Complete

16 Superstructure Replacement Original Bridge New Bridge Steel Rolled Beams Size Fy Spacing W33x ksi 7-4 W33x ksi 8-8 Bridge Deck F/F Curb or Barrier Overhang Total Superstructure Depth ½ ¾ Over-the-deck drainage system with steel tube railing allows the total out-to-out deck dimension to match the face-to-face barrier dimension Use Steel Drip Strip rather than Concrete Curb and Gutter Increase design live load to HS-25 & design for 60 psf FWS New superstructure is composite design

17 Modified Twin Steel Tube Railing

18 Pier Design Increased bridge deck width required the existing pier caps to be replaced and widened Pier cap cantilever increased by 21 Pier cap depth increased by approximately 6

19 Pier Design Developed a structural model of existing pier columns and existing pier footing Structural properties of existing pier members was based on original construction plans Geotechnical investigations performed to verify existing footing elevations and soil bearing capacity for existing footings Finite element analysis confirmed capacity of existing spread footings

20 Abutment Design Existing deteriorated backwalls were removed and replaced with semi-integral integral abutment diaphragm Top portion of existing abutment beam seats, and existing wingwalls were removed and replaced

21 Abutment Design Abutment pile cap was widened and 4 new piles were added to accommodate the widened superstructure

22 Roadway Profile Adjustment New pier caps and new abutment seats easily allowed for adjustments to roadway profile. Sag vertical curve was slightly adjusted to relocate the low point of the sag to just beyond the forward approach slab Allowed for runoff to be collected into a catch basin rather than over the side of the structure Although over-the-side runoff still exists

23 Manage Runoff Water Quality Worked with City of Columbus Watershed Department and recommended ODOT approved BMP s Low cost exfiltration trenches used on curbed bridge approaches to minimize contaminant- laden runoff to protect the water quality in the reservoir

24 Challenges During Construction Special care had to be taken to keep all construction debris, stormwater runoff, and hazardous chemicals out of the reservoir Demolished the existing deck by sawing deck into small slabs that could be removed with hydraulic excavators Beams were also cut into short sections and then removed Existing overlay was left on the deck surface to prevent the slab from breaking up under the weight of the demo equipment Pier false-work was designed to accommodate both the removal of the pier caps and for supporting the new pier caps

25 Project Cost Federal Funding Secured = $1,426,440 Final Engineer Cost Estimate = $965,000 Contract Award = $914,357 6 bids received Competitive and tightly clustered bids Throughout construction there were no design-related change orders and the overall project was under the contract amount

26 Project Complete

27 Summary Improved the safety for travelling public Repaired existing deterioration while at the same time, provided remedies to help mitigate future deterioration to new bridge Reused as much of existing bridge as possible to make project cost-effective All done while being conscientious about maintaining water quality in the reservoir

2015 ODOT Bridge Design Conference May 12, 2014. DeJong Rd Bridge High- Seismic Zone Case Study: Bridge Rehab vs. Replacement.

2015 ODOT Bridge Design Conference May 12, 2014. DeJong Rd Bridge High- Seismic Zone Case Study: Bridge Rehab vs. Replacement. 2015 ODOT Bridge Design Conference May 12, 2014 DeJong Rd Bridge High- Seismic Zone Case Study: Bridge Rehab vs. Replacement Mary Ann Triska 2015 HDR, all rights reserved. Presentation Outline Project

More information

3.1 Historical Considerations

3.1 Historical Considerations 3. Recommended Scope of Bridge improvements 3.1 Historical Considerations In the fall of 2000, an outside consultant, Fraser Design, suggested that the existing 4 th St. Bridge is potentially eligible

More information

Paving Capitalization Work Categories and Treatments

Paving Capitalization Work Categories and Treatments Statement of ODOT Infrastructure Capitalization Policy Government Accounting Standards Board (GASB) 34 requires public agencies to capitalize infrastructure assets on their financial statements for periods

More information

APPENDIX C INLETS. The application and types of storm drainage inlets are presented in detail in this Appendix.

APPENDIX C INLETS. The application and types of storm drainage inlets are presented in detail in this Appendix. Storm Drainage 13-C-1 APPENDIX C INLETS 1.0 Introduction The application and types of storm drainage inlets are presented in detail in this Appendix. 2.0 Inlet Locations Inlets are required at locations

More information

IH-635 MANAGED LANES PROJECT, SEG. 3.2

IH-635 MANAGED LANES PROJECT, SEG. 3.2 IH-635 MANAGED LANES PROJECT, SEG. 3.2 Location: Dallas, Texas Owner: Texas Department of Transportation Client: Ferrovial Agroman Construction Cost: $1 Billion Construction Completion Date: December,

More information

FEBRUARY 2014 LRFD BRIDGE DESIGN 4-1

FEBRUARY 2014 LRFD BRIDGE DESIGN 4-1 FEBRUARY 2014 LRFD BRIDGE DESIGN 4-1 4. STRUCTURAL ANALYSIS AND EVALUATION The analysis of bridges and structures is a mixture of science and engineering judgment. In most cases, use simple models with

More information

Informational Workshop Public Meeting Kanawha Falls Bridge Project

Informational Workshop Public Meeting Kanawha Falls Bridge Project Informational Workshop Public Meeting Kanawha Falls Project WV Department of Transportation Division of Highways in Cooperation with the Federal Highway Administration State Project S310-13-0.02 00 Federal

More information

National Council of Examiners for Engineering and Surveying. Principles and Practice of Engineering Structural Examination

National Council of Examiners for Engineering and Surveying. Principles and Practice of Engineering Structural Examination Structural Effective Beginning with the April 2011 The structural engineering exam is a breadth and exam examination offered in two components on successive days. The 8-hour Vertical Forces (Gravity/Other)

More information

The unit costs are based on the trend line of the 3 low bids for the average quantity.

The unit costs are based on the trend line of the 3 low bids for the average quantity. Page 1 of 8 COST ESTIMATE GENERAL INSTRUCTIONS The unit costs are based on the trend line of the 3 low bids for the average quantity. Apply the Unit Costs to ordinary structures. Unit Costs should generally

More information

Safe & Sound Bridge Terminology

Safe & Sound Bridge Terminology Safe & Sound Bridge Terminology Abutment A retaining wall supporting the ends of a bridge, and, in general, retaining or supporting the approach embankment. Approach The part of the bridge that carries

More information

~iffiui ~ Bridge Condition Survey. Inspection Date: 21 May 2003 District: San Angelo County: Tom Green Highway:

~iffiui ~ Bridge Condition Survey. Inspection Date: 21 May 2003 District: San Angelo County: Tom Green Highway: Texas Depadment of Transpo,tation Bridge Condition Survey Inspection Date: 21 May 2003 District: San Angelo County: Tom Green Highway: Irving Street Facility Name: Lone Wolf Bridge Structure Number: B00315-031

More information

Public Information & Public Scoping Meeting

Public Information & Public Scoping Meeting Public Information & Public Scoping Meeting William F. Cribari Memorial Bridge Route 136 over the Saugatuck River Review of Rehabilitation Study Report Public Scoping for the gathering and analysis of

More information

Design of Bridges. Introduction. 3 rd to 4 th July 2012. Lecture for SPIN Training at the University of Dar es Salaam

Design of Bridges. Introduction. 3 rd to 4 th July 2012. Lecture for SPIN Training at the University of Dar es Salaam Design of Bridges Introduction 3 rd to 4 th July 2012 1 FUNCTION OF A BRIDGE To connect two communities which are separated by streams, river, valley, or gorge, etc. 2 EVOLUTION OF BRIDGES 1. Log Bridge

More information

Page & Turnbull imagining change in historic environments through design, research, and technology

Page & Turnbull imagining change in historic environments through design, research, and technology DCI+SDE STRUCTURAL EVALUATIONS OFFICE BUILDING, TOOL SHED & WATER TANK, AND BLACKSMITH & MACHINE SHOP BUILDINGS SAN FRANCISCO, CALIFORNIA [14290] PRIMARY PROJECT CONTACT: H. Ruth Todd, FAIA, AICP, LEED

More information

CAPPELEN MEMORIAL BRIDGE REHABILITATION

CAPPELEN MEMORIAL BRIDGE REHABILITATION CAPPELEN MEMORIAL BRIDGE REHABILITATION Owner: Hennepin County Engineering: HNTB with Olson-Nesvold Engineering (ONE) and others Section 106 Historical Committee: Hennepin County, MnDOT Cultural Resources

More information

BRIDGE RESTORATION AND LANDSLIDE CORRECTION USING STRUCTURAL PIER AND GRADE BEAM

BRIDGE RESTORATION AND LANDSLIDE CORRECTION USING STRUCTURAL PIER AND GRADE BEAM BRIDGE RESTORATION AND LANDSLIDE CORRECTION USING STRUCTURAL PIER AND GRADE BEAM Swaminathan Srinivasan, P.E., M.ASCE H.C. Nutting/Terracon David Tomley, P.E., M.ASCE KZF Design Delivering Success for

More information

Structures Construction Pre-Work Checklist PRE-WORK SHEET FOR PROJECT MANAGERS

Structures Construction Pre-Work Checklist PRE-WORK SHEET FOR PROJECT MANAGERS Structures Construction Pre-Work Checklist PRE-WORK SHEET FOR PROJECT MANAGERS 1 Proposal & Plans Received? 2 Review Proposal, highlight important facts. Know proposal well to be able to find answers quickly.

More information

Table 4.9 Storm Drain Inlet Protetion Applicable for

Table 4.9 Storm Drain Inlet Protetion Applicable for BMP C220: Storm Drain Inlet Protection Purpose To prevent coarse sediment from entering drainage systems prior to permanent stabilization of the disturbed area. Conditions of Use Type of Inlet Protection

More information

Red Wing Bridge Project. PAC #5/TAC #8 Meeting July 18, 2013

Red Wing Bridge Project. PAC #5/TAC #8 Meeting July 18, 2013 Red Wing Bridge Project PAC #5/TAC #8 Meeting July 18, 2013 Alternatives Analysis Agenda Overview of Past Progress Progress Since April PAC Bridge 9103 Rehabilitation Study Bridge 9040 Rehab vs. Replacement

More information

Challenging Skew: Higgins Road Steel I-Girder Bridge over I-90 OTEC 2015 - October 27, 2015 Session 26

Challenging Skew: Higgins Road Steel I-Girder Bridge over I-90 OTEC 2015 - October 27, 2015 Session 26 2014 HDR Architecture, 2014 2014 HDR, HDR, Inc., all all rights reserved. Challenging Skew: Higgins Road Steel I-Girder Bridge over I-90 OTEC 2015 - October 27, 2015 Session 26 Brandon Chavel, PhD, P.E.,

More information

Florida Department of Transportation 605 Suwannee Street Tallahassee, FL 32399-0450

Florida Department of Transportation 605 Suwannee Street Tallahassee, FL 32399-0450 RICK SCOTT GOVERNOR Florida Department of Transportation 605 Suwannee Street Tallahassee, FL 32399-0450 JIM BOXOLD SECRETARY Tips for Professional Services Prequalification Resume Submission In an effort

More information

Micropiles Reduce Costs and Schedule for Merchant RR Bridge Rehabilitation

Micropiles Reduce Costs and Schedule for Merchant RR Bridge Rehabilitation Micropiles Reduce Costs and Schedule for Merchant RR Bridge Rehabilitation Jeff R. Hill, P.E. Hayward Baker Inc. 111 W. Port Plaza Drive Suite 600 St. Louis, MO 63146 314-542-3040 JRHill@HaywardBaker.com

More information

MINNESOTA DEPARTMENT OF TRANSPORTATION ESTIMATED PRODUCTION RATES FOR COMPUTING CONTRACT TIME

MINNESOTA DEPARTMENT OF TRANSPORTATION ESTIMATED PRODUCTION RATES FOR COMPUTING CONTRACT TIME SET-UP AND MOBILIZATION MOBILIZATION LS 1-3 Days CONTRACTOR SURVEY LS 1-3 Days REMOVALS CONCRETE PAVEMENT SQ YD 1000-4000 BITUMINOUS SURFACE SQ YD 8000-12000 CLEAR AND GRUBBING ACRE/DAY 2-4 CLEAR AND GRUBBING

More information

REPAIR AND RETROFIT OF BRIDGES DAMAGED BY THE 2010 CHILE MAULE EARTHQUAKE

REPAIR AND RETROFIT OF BRIDGES DAMAGED BY THE 2010 CHILE MAULE EARTHQUAKE Proceedings of the International Symposium on Engineering Lessons Learned from the 2011 Great East Japan Earthquake, March 1-4, 2012, Tokyo, Japan REPAIR AND RETROFIT OF BRIDGES DAMAGED BY THE 2010 CHILE

More information

Alberta Transportation Bridge Inspection & Maintenance System (Web 2005) 00747-1 Bridge. Bridge Inspection. Assistant Name Assistant Class

Alberta Transportation Bridge Inspection & Maintenance System (Web 2005) 00747-1 Bridge. Bridge Inspection. Assistant Name Assistant Class Bridge File Number Year Built/Year Supstr 00747-1 Bridge 1964/1964 Bridge or Town Name SUNNYSLOPE Located Over Located On 582:04 C1 33.896 Water Body Cl./Year Navigabil. Cl./Year Legal Land Location KNEEHILLS

More information

HIGHWAYS ASSET MANAGEMENT STRUCTURES TEAM GUIDANCE NOTE SMT/GN/03/10 TECHNICAL APPROVAL

HIGHWAYS ASSET MANAGEMENT STRUCTURES TEAM GUIDANCE NOTE SMT/GN/03/10 TECHNICAL APPROVAL HIGHWAYS ASSET MANAGEMENT STRUCTURES TEAM GUIDANCE NOTE SMT/GN/03/10 TECHNICAL APPROVAL Rev Purpose of Issue Originated Reviewed Authorised Date 0 First issue Anil Kumar Ken Duguid Stephen Pottle 21-07-2010

More information

SECTION 1 GENERAL REQUIREMENTS

SECTION 1 GENERAL REQUIREMENTS Page 1 of 6 SECTION 1 GENERAL REQUIREMENTS 1. SCOPE OF WORK: The work to be performed under the provisions of these documents and the contract based thereon includes furnishing all labor, equipment, materials,

More information

BRIDGES ARE relatively expensive but often are

BRIDGES ARE relatively expensive but often are Chapter 10 Bridges Chapter 10 Bridges Bridg Bridges -- usually the best, but most expensive drainage crossing structure. Protect bridges against scour. BRIDGES ARE relatively expensive but often are the

More information

REPORTS & PRESENTATIONS AGENDA ITEM #III-3 CORTEZ BRIDGE PROJECT DEVELOPMENT AND ENVIRONMENT (PD&E) STUDY

REPORTS & PRESENTATIONS AGENDA ITEM #III-3 CORTEZ BRIDGE PROJECT DEVELOPMENT AND ENVIRONMENT (PD&E) STUDY NOTES REPORTS & PRESENTATIONS AGENDA ITEM #III-3 CORTEZ BRIDGE PROJECT DEVELOPMENT AND ENVIRONMENT (PD&E) STUDY Presenter: Summary: Tony Sherrad, FDOT Project Manager The Cortez Bridge in Manatee County,

More information

CITY OF TRAIL MEMORANDUM

CITY OF TRAIL MEMORANDUM 0 C CITY OF TRAIL MEMORANDUM DATE: TO: FROM: SUBJECT: March 24, 2011 FILE NO. 5400-02 DAVID PEREHJJDOFF, CHIEF ADM1NTSTRATIVE OFFICER WARREN PROULX, ENGINEERING TECHMCIAN OLD TRAIL BRIDGE With the interest

More information

Emergency repair of Bridge B421

Emergency repair of Bridge B421 Emergency repair of Bridge B421 over the Olifants River after fl ood damage INTRODUCTION AND BACKGROUND Bridge B421 is located on the R555 at km 5.03 on Section 01E between Witbank (now known as emalahleni)

More information

Evaluation of Appropriate Maintenance, Repair and Rehabilitation Methods for Iowa Bridges

Evaluation of Appropriate Maintenance, Repair and Rehabilitation Methods for Iowa Bridges T. J. Wipf, F. S. Fanous, F. W. Klaiber, A. S. Eapen Evaluation of Appropriate Maintenance, Repair and Rehabilitation Methods for Iowa Bridges April 2003 Sponsored by the Iowa Department of Transportation

More information

PENNDOT e-notification

PENNDOT e-notification PENNDOT e-notification Bureau of Project Delivery Bridge Design and Technology Division BRADD No. 036 October 18, 2013 Release of BRADD Version 3.2.0.0 The next release of PennDOT's Bridge Automated Design

More information

Rehabilitation Options. Replacement Options. Option 1 - $3,400 million Option 1 - $5,200 million. Option 2 - $6,400 million. Option 2 - $6,400 million

Rehabilitation Options. Replacement Options. Option 1 - $3,400 million Option 1 - $5,200 million. Option 2 - $6,400 million. Option 2 - $6,400 million Alternatives Analysis for ilitation and of the Tappan Zee Bridge 8 Cost Criteria 8.1 Introduction This chapter presents details of the three cost criteria, Capital Cost, Maintenance and Operating Cost

More information

PENNDOT 3D MODELING FOR STRUCTURES WORKSHOP. Presented by: Steven Pletcher and Chris Daniels, P.E. October 21, 2014

PENNDOT 3D MODELING FOR STRUCTURES WORKSHOP. Presented by: Steven Pletcher and Chris Daniels, P.E. October 21, 2014 PENNDOT 3D MODELING FOR STRUCTURES WORKSHOP Presented by: Steven Pletcher and Chris Daniels, P.E. October 21, 2014 Agenda Introduction G.A. & F.C. Wagman History Process used to prepare 3D models Estimating

More information

Roadway Cost Per Centerline Mile Revised June 2014

Roadway Cost Per Centerline Mile Revised June 2014 Rural Arterial From LRE MOT * Mobilization * Subtotal Total PE Design (15%) CEI (15%) Total Project ** New (2-Lane Roadway) with 5' Paved Shoulders $3,351,896 $335,190 $368,709 $4,055,794 $1,013,949 $5,069,743

More information

5 ALTERNATIVE SOLUTIONS AND EVALUATION

5 ALTERNATIVE SOLUTIONS AND EVALUATION Page 23 5 ALTERNATIVE SOLUTIONS AND EVALUATION The process used for the assessment and evaluation of the alternatives follows the procedures of the Municipal Class EA, as described below: Identify a reasonable

More information

PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE

PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE REGION OF PEEL PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE Storm Sewer Design Criteria REVISED July 2009 PUBLIC WORKS STORM SEWER DESIGN CRITERIA TABLE OF CONTENTS 1.0

More information

I-676 (Vine Expressway) Bridge Reconstruction Project 22 nd - 18 th Streets Philadelphia, PA. PSPE Presentation, December 3, 2015

I-676 (Vine Expressway) Bridge Reconstruction Project 22 nd - 18 th Streets Philadelphia, PA. PSPE Presentation, December 3, 2015 I-676 (Vine Expressway) Bridge Reconstruction Project 22 nd - 18 th Streets Philadelphia, PA PSPE Presentation, December 3, 2015 Location Map N PROJECT LOCATION 22 nd 18 th Streets PHILADELPHIA, PA General

More information

CERTIFIED TECHNICIAN PROGRAM TRAINING MANUAL. Bridge Construction and Deck Repair

CERTIFIED TECHNICIAN PROGRAM TRAINING MANUAL. Bridge Construction and Deck Repair CERTIFIED TECHNICIAN PROGRAM TRAINING MANUAL Bridge Construction and Deck Repair Revised 2014 This material is to be used for training purposes only. Some of the procedures, field tests, and other operating

More information

SECTION III-06 Surfacing Page 1 Revised 3/2/10. See the DESIGN GUIDELINES in Section I-06 for requirements for cross slope of the roadway.

SECTION III-06 Surfacing Page 1 Revised 3/2/10. See the DESIGN GUIDELINES in Section I-06 for requirements for cross slope of the roadway. Page 1 Revised 3/2/10 See the DESIGN GUIDELINES in Section I-06 for requirements for cross slope of the roadway. For New/Reconstruction projects: The cross slope of the driving lanes range from 1.5% to

More information

ENGINEERED FOUNDATIONS. Department of Public Works Jeff Hill, PE

ENGINEERED FOUNDATIONS. Department of Public Works Jeff Hill, PE ENGINEERED FOUNDATIONS Department of Public Works Jeff Hill, PE What is an engineered foundation. A Foundation Design Developed by a Trained Professional (Engineer) Types of Foundations (All of which can

More information

Quality Control and Quality Assurance Guide

Quality Control and Quality Assurance Guide Quality Control and Quality Assurance Guide Bridge Division, Design Section October 2013 Table of Contents Chapter 1 About this Guide... 3 Chapter 2 Goals and Objectives... 5 Chapter 3 Participants...

More information

MEMORANDUM. 1509 West Swann Avenue, Suite 225 Tampa, Florida 33606 Phone (813) 258-8818 Fax (813) 258-8525

MEMORANDUM. 1509 West Swann Avenue, Suite 225 Tampa, Florida 33606 Phone (813) 258-8818 Fax (813) 258-8525 1509 West Swann Avenue, Suite 225 Tampa, Florida 33606 Phone (813) 258-8818 Fax (813) 258-8525 To: From: Date: Subject: Mr. Thomas Gibson, City of St. Petersburg Jeffrey D. Malyszek, PE and Deborah C.

More information

CONCEPTUAL REHABILITATION ALTERNATIVE

CONCEPTUAL REHABILITATION ALTERNATIVE Appendix D While federal law requires preservation/rehabilitation of historic bridges be considered, there is no standard procedure to determine when rehabilitation is appropriate and when replacement

More information

700 Life-Cycle Cost Analysis... 700-1

700 Life-Cycle Cost Analysis... 700-1 Table of Contents 700 Life-Cycle Cost Analysis... 700-1 701 Introduction... 700-1 701.1 Discount Rate... 700-1 702 Initial Construction... 700-1 703 Future Rehabilitation... 700-1 703.1 Introduction...

More information

Reconstruction of the Martin Luther King Jr. Memorial Bridge over the Maumee River - Toledo, Ohio - Planning, Design and Construction Considerations

Reconstruction of the Martin Luther King Jr. Memorial Bridge over the Maumee River - Toledo, Ohio - Planning, Design and Construction Considerations Paper No. 12 Performance/Construction/Maintenance Reconstruction of the Martin Luther King Jr. Memorial Bridge over the Maumee River - Toledo, Ohio - Planning, Design and Construction Considerations Sarah

More information

REHABILITATION PACKAGE 1-a

REHABILITATION PACKAGE 1-a 1-a WINONA BRIDGE (BRIDGE 5900) REHABILITATION PACKAGE 1-a Rehab option 1-a is a rehabilitation package whereby all spans of the existing structure would be rehabilitated to the degree feasible and strengthened

More information

BMP-7. A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet.

BMP-7. A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet. BMP-7 BMP: STORM DRAIN INLET PROTECTION Definition A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet. To prevent sediment from entering storm drainage systems

More information

REPAIR AND STRENGTHENING OF HISTORICAL CONCRETE BRIDGE OVER VENTA RIVER IN LATVIA

REPAIR AND STRENGTHENING OF HISTORICAL CONCRETE BRIDGE OVER VENTA RIVER IN LATVIA 1 REPAIR AND STRENGTHENING OF HISTORICAL CONCRETE BRIDGE OVER VENTA RIVER IN LATVIA Verners Straupe, M.sc.eng., Rudolfs Gruberts, dipl. eng. JS Celuprojekts, Murjanu St. 7a, Riga, LV 1024, Latvia e-mail:

More information

Uncovered Decks & Porches

Uncovered Decks & Porches Uncovered Decks & Porches Building Guides for Homeowners Why Do I need a Permit? D I D Y O U K N O W? As owner-builder you are the responsible party of record on such a permit. If your work is being performed

More information

The Rehabilitation Alternative Huey P. Long Bridge Case Study. Bruce E. Peterson, P.E. Project Manager Modjeski and Masters, Inc.

The Rehabilitation Alternative Huey P. Long Bridge Case Study. Bruce E. Peterson, P.E. Project Manager Modjeski and Masters, Inc. The Rehabilitation Alternative Huey P. Long Bridge Case Study Bruce E. Peterson, P.E. Project Manager Modjeski and Masters, Inc. March 22, 2010 Replacement vs. Rehabilitation Project Background Introduction

More information

Virginia Approach Spans

Virginia Approach Spans Virginia Concrete Conference 2009 Woodrow Virginia Approach Spans David Tackoor, HNTB Formerly of URS Corp for Potomac Crossing Consultants Woodrow 1 Second Severn Crossing 2 Medway Crossing (Channel Tunnel

More information

STORM DRAINS CHAPTER 7

STORM DRAINS CHAPTER 7 CHAPTER 7 Chapter 7 - Storm Drains A storm drain is a drainage system that conveys water or stormwater, consisting of two or more pipes in a series connected by one or more structures. Storm drains collect

More information

TABLE OF CONTENTS. Section / Article Page

TABLE OF CONTENTS. Section / Article Page TABLE OF CONTENTS Section / Article Page 1. INTRODUCTION 1.1 Purpose................ 6 1.2 Definitions................ 6 1.3 Guidelines and References............ 7 2. AGREEMENTS 2.1 Applicant and Contractor

More information

J. David Rogers Natural Hazards Mitigation Center University of Missouri-Rolla

J. David Rogers Natural Hazards Mitigation Center University of Missouri-Rolla New Challenges for Army Combat Engineers: Bomb Damage Assessment, Fire Damage Assessment, Evaluation of Diminished Capacity, and Developing New Strategies for Short, Medium and Long-term Mitigation/Repair

More information

Overhang Bracket Loading. Deck Issues: Design Perspective

Overhang Bracket Loading. Deck Issues: Design Perspective Deck Issues: Design Perspective Overhang Bracket Loading Deck overhangs and screed rails are generally supported on cantilever brackets during the deck pour These brackets produce an overturning couple

More information

US 51 Ohio River Bridge Engineering and Environmental Study

US 51 Ohio River Bridge Engineering and Environmental Study US 51 Ohio River Bridge Engineering and Environmental Study ITEM NOS. 1-100.00 & 1-1140.00 Prepared by: Michael Baker Jr., Inc. 9750 Ormsby Station Rd Louisville, KY 40223 August 16, 2013 Table of Contents

More information

LOAD TESTING OF SOME NEW BRIDGES IN LATVIA

LOAD TESTING OF SOME NEW BRIDGES IN LATVIA LOAD TESTING OF SOME NEW BRIDGES IN LATVIA Edmunds Akimovs, Civ.Eng., Bridge Engineer, Consulting Company Inzenierbuve, Address: Azenes st. 20, Riga, LV1048, Latvia. E-mail: eakimovs@inzenierbuve.lv Ainars

More information

Portway Extensions Concept Development Study APPENDIX F PRELIMINARY CONSTRUCTION COST ESTIMATES

Portway Extensions Concept Development Study APPENDIX F PRELIMINARY CONSTRUCTION COST ESTIMATES Portway Extensions Concept Development Study Final Report APPENDIX F PRELIMINARY CONSTRUCTION COST ESTIMATES Portway Extensions Concept Development Study Final Report In advance of an economic impact analysis

More information

BRIDGE DESIGN MANUAL

BRIDGE DESIGN MANUAL BRIDGE DESIGN MANUAL 2003 Edition (U.S. Customary Units) State of Connecticut Department of Transportation Revisions: 7/04, 11/04, 1/05, 3/05, 1/09, 3/09, 2/11 PREFACE The Connecticut Department of Transportation

More information

Table of Contents. July 2015 12-1

Table of Contents. July 2015 12-1 Table of Contents 12.1 General... 3 12.2 Abutment Types... 5 12.2.1 Full-Retaining... 5 12.2.2 Semi-Retaining... 6 12.2.3 Sill... 7 12.2.4 Spill-Through or Open... 7 12.2.5 Pile-Encased... 8 12.2.6 Special

More information

RHODE ISLAND TURNPIKE AND BRIDGE AUTHORITY NEWPORT/PELL BRIDGE APRIL 1, 2014 TEN YEAR RENEWAL AND REPLACEMENT PLAN (IN 2013 DOLLARS)

RHODE ISLAND TURNPIKE AND BRIDGE AUTHORITY NEWPORT/PELL BRIDGE APRIL 1, 2014 TEN YEAR RENEWAL AND REPLACEMENT PLAN (IN 2013 DOLLARS) APRIL, 04 TEN YEAR RENEWAL AND REPLACEMENT PLAN (IN 03 DOLLARS) 3/8/04 July 03- June 04 July 04- June 05 July 05- June 06 July 06- June 07 July 07- June 08 July 08- June 09 July 09- June 00 July 00- June

More information

Steve Brinkman Alain Pinel Realtors 167 S San Antonio Road Los Altos, CA 94022 RE: Foundation Inspection for 162 Del Monte Ave. Los Altos, CA 94022

Steve Brinkman Alain Pinel Realtors 167 S San Antonio Road Los Altos, CA 94022 RE: Foundation Inspection for 162 Del Monte Ave. Los Altos, CA 94022 M G C O N S T R U C T O R S & E N G I N E E R S, I N C. I N S P E C T O R S E N G I N E E R S B U I L D E R S C A L I F O R N I A E N G I N E E R I N G A N D B U I L D I N G L I C E N S E A / B 6 4 2 0

More information

Geotechnical Building Works (GBW) Submission Requirements

Geotechnical Building Works (GBW) Submission Requirements Building Control (Amendment) Act 2012 and Regulations 2012: Geotechnical Building Works (GBW) Submission Requirements Building Engineering Group Building and Construction Authority May 2015 Content : 1.

More information

Lighthouse Engineering, L.L.C.

Lighthouse Engineering, L.L.C. Registered Engineering Firm (F: 9334) Phone: 214-577-1077 Fax: 214-224-0549 Website: www.lighthouseeng.com Email: Office@LighthouseEng.com Thursday, September 04, 2014 TO: Our Client RE: Initial Engineering

More information

DUDERSTADT FOUNDATION & CONSTRUCTION, LLC.

DUDERSTADT FOUNDATION & CONSTRUCTION, LLC. DUDERSTADT FOUNDATION & CONSTRUCTION, LLC. Drilling since 1916 2215 Belknap Place Phone (210) 824-3800 San Antonio, TX 78212-1904 Fax (210) 824-9525 www.duderstadtfoundation.com ABOUT THE COVER: Drilled

More information

Mobile Mapping Solutions for Ohio s Integrated Transportation Network. Brad Fugate, CP Nathan Fischer, PE

Mobile Mapping Solutions for Ohio s Integrated Transportation Network. Brad Fugate, CP Nathan Fischer, PE Mobile Mapping Solutions for Ohio s Integrated Transportation Network Brad Fugate, CP Nathan Fischer, PE About Woolpert Established in 1911 Over 600 Professionals 25 Offices $12,000,000 invested in new

More information

Historic Bridge Alternatives Analysis Layout

Historic Bridge Alternatives Analysis Layout Section 4(f) of the USDOT Act of 1966 (Title 49, USC, Section 303) requires special considerations be made regarding the use of any publicly owned park, recreation area, wildlife/waterfowl refuge or historic

More information

Chapter 3 Pre-Installation, Foundations and Piers

Chapter 3 Pre-Installation, Foundations and Piers Chapter 3 Pre-Installation, Foundations and Piers 3-1 Pre-Installation Establishes the minimum requirements for the siting, design, materials, access, and installation of manufactured dwellings, accessory

More information

SECTION 02100 SITE PREPARATION

SECTION 02100 SITE PREPARATION SECTION 02100 SITE PREPARATION PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and General Provisions of Contract, including General Conditions and Supplementary Conditions and Division 1 through Division

More information

SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM

SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM Shepherd University Board of Governors June 9, 2005 Agenda Item No. 9 SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM In 1994 construction began on the Byrd Science and

More information

Case Studies Bridge Scour Inspection and Repair Edward P. Foltyn, P.E. Senior Hydraulic Engineer ODOT Bridge Unit

Case Studies Bridge Scour Inspection and Repair Edward P. Foltyn, P.E. Senior Hydraulic Engineer ODOT Bridge Unit Case Studies Bridge Scour Inspection and Repair Edward P. Foltyn, P.E. Senior Hydraulic Engineer ODOT Bridge Unit 2013 PNW Bridge Inspectors Conference April 2013 REFERENCES Stream Stability at Highway

More information

EXECUTIVE SUMMARY CHAPTER 6

EXECUTIVE SUMMARY CHAPTER 6 EXECUTIVE SUMMARY CHAPTER 6 This Bridge Development Report was prepared to document the decision process and recommendations for constructing a bridge carrying Maitland Boulevard (eastbound) over I-4 as

More information

SECTION 02530 STORM DRAINAGE STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.

SECTION 02530 STORM DRAINAGE STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250. 02530-1 of 5 SECTION 02530 STORM DRAINAGE STRUCTURES 02530.01 GENERAL A. Description Storm drainage structure construction shall include, but not necessarily be limited to, furnishing and installing or

More information

Date. Resubmit this form during the year if there are changes in your company ownership or financial standing.

Date. Resubmit this form during the year if there are changes in your company ownership or financial standing. COLORADO DEPARTMENT OF TRANSPORTATION CONTRACTOR PREQUALIFICATION STATEMENT (EXPERIENCE, EQUIPMENT AND FINANCIAL) Return to: Contracts & Market Analysis Prequalification Unit 4201 E. Arkansas,4th Floor

More information

Role of Underwater Substructure Inspections in Bridge Management

Role of Underwater Substructure Inspections in Bridge Management Role of Underwater Substructure Inspections in Bridge Management R. RICHARD AVENT MOHAMED ALAWADY DAVID J. MUKAI Louisiana State University INTRODUCTION In the past, the condition of underwater substructures

More information

Storm Drain Inlet Protection

Storm Drain Inlet Protection Categories EC Erosion Control SE Sediment Control TC Tracking Control WE Wind Erosion Control Non-Stormwater NS Management Control Waste Management and WM Materials Pollution Control Legend: Primary Category

More information

USE OF MICROPILES IN TEXAS BRIDGES. by John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch

USE OF MICROPILES IN TEXAS BRIDGES. by John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch USE OF MICROPILES IN TEXAS BRIDGES by John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch DEFINITION OF A MICROPILE A micropile is a small diameter (typically less than 12 in.), drilled and

More information

Structural Performance of Highway Bridges under Given Foundation Settlements

Structural Performance of Highway Bridges under Given Foundation Settlements ASEE 2014 Zone I Conference, April 3-5, 2014, University of Bridgeport, Bridgeport, CT, USA. Structural Performance of Highway Bridges under Given Foundation Settlements Zhan Su*; Qian Wang, PhD, PE, Assistant

More information

October 30, 2014. Mr. & Mrs. Daniel Vick 101 Southwind Cove Benton, AR. Report of Findings, Structural Investigation, Benton, Arkansas, Dear Mr.

October 30, 2014. Mr. & Mrs. Daniel Vick 101 Southwind Cove Benton, AR. Report of Findings, Structural Investigation, Benton, Arkansas, Dear Mr. 117 S. Market St. Benton, AR 72015 * 501-315-2626 * Fax 501-315-0024 October 30, 2014 Mr. & Mrs. Daniel Vick 101 Southwind Cove Benton, AR Re: Report of Findings,, Benton, Arkansas, Dear Mr. Vick: This

More information

STORM WATER PROJECT COST ESTIMATES & LOCATION MAPS. Appendix F

STORM WATER PROJECT COST ESTIMATES & LOCATION MAPS. Appendix F STORM WATER PROJECT COST ESTIMATES & LOCATION MAPS Appendix F RIVERDALE CITY CAPITAL FACILITIES PLAN STORM DRAINAGE Engineer's Cost Estimate January 2009 Project Name: 4400 South Street - Piping and Collection

More information

Plan Preparation Guide. Chapter 9

Plan Preparation Guide. Chapter 9 Plan Preparation Guide Chapter 9 Drainage Structures R.C. Box Culverts Ditches - Gutters - Curbs Section Description Page 1 Plans for Hydrology 9-1 2 Catch Basin Types and Uses 9-2 3 Drop Inlet Types and

More information

A Solid Foundation Solution for Homeowners. from. Our products are made with 90% Recycled Material Down. Right. Solid. GREEN.

A Solid Foundation Solution for Homeowners. from. Our products are made with 90% Recycled Material Down. Right. Solid. GREEN. A Solid Foundation Solution for Homeowners from Our products are made with 90% Recycled Material Down. Right. Solid. GREEN. Stop the damaging effects of foundation settling... Sinking foundations, cracked

More information

Bridge Office Policies and Procedures BOPP 2014

Bridge Office Policies and Procedures BOPP 2014 Bridge Office Policies and Procedures BOPP 2014 Nebraska Department of Roads Bridge Division Last updated: October 2014 Introduction Page I Purpose The BRIDGE OFFICE POLICIES AND PROCEDURES manual (BOPP)

More information

Disputes and Claims. 3 Processes Dispute Resolution and Administrative Claims Process

Disputes and Claims. 3 Processes Dispute Resolution and Administrative Claims Process Disputes and Claims 3 Processes Dispute Resolution and Administrative Claims Process Default Process C&MS 108.02 Partnering OR PN 108 -Dispute Review Board (DRB) Considered for use on projects over $20

More information

Transportation Infrastructure Asset Management

Transportation Infrastructure Asset Management 2015 NW Region TTAP& BIA Symposium Transportation Infrastructure Asset Management March, 2015 Happy Longfellow, PE hlongfellow@parametrix.com (206) 394-3649 ASSET MANAGEMENT OVERVIEW What? Why? How? Inventory

More information

Project Manager & Key Staff Standards for Technical Proposals Projects using Level A and/or Level B prequalification disciplines

Project Manager & Key Staff Standards for Technical Proposals Projects using Level A and/or Level B prequalification disciplines Projects using Level A and/or Level B prequalification disciplines Project Manager PROJECT MANAGER Key Staff/ ROADWAY DESIGN (TP Section 5) (TP Section 6) BACHELORS DEGREE 4 TO 8 YEARS (TP Sections 6 &

More information

CHAPTER 5 ON SITE STORMWATER MANAGEMENT

CHAPTER 5 ON SITE STORMWATER MANAGEMENT CHAPTER 5 ON SITE STORMWATER MANAGEMENT Contents 5.0 INTRODUCTION 5-1 A. Objective 5-1 B. Impervious Surface Mitigation Requirements 5-1 C. Pollution Generating Pervious Surface Mitigation Requirements

More information

Minimizes sediment and debris from entering storm drains that lead to waterways and watercourses.

Minimizes sediment and debris from entering storm drains that lead to waterways and watercourses. 4.5-p DRAIN INLET PROTECTION Alternative Names: DI protection, Drop Inlet Protection DESCRIPTION Storm drain inlet (DI) protection slows and ponds stormwater, and filters sediment and debris before it

More information

Structure Design Manual

Structure Design Manual Structure Design Manual MARCH 2015 ILLINOIS STATE TOLL HIGHWAY AUTHORITY The Structure Design Manual dated March 2015 replaces the Structure Design Manual issued March 2014. Revision Summary Article 1.1:

More information

Long-term serviceability of the structure Minimal maintenance requirements Economical construction Improved aesthetics and safety considerations

Long-term serviceability of the structure Minimal maintenance requirements Economical construction Improved aesthetics and safety considerations Design Step 7.1 INTEGRAL ABUTMENT DESIGN General considerations and common practices Integral abutments are used to eliminate expansion joints at the end of a bridge. They often result in Jointless Bridges

More information

HIGH LEVEL SEISMIC UPGRADE COST ESTIMATE FOR CENTRE BLOCK, PARLIAMENT HILL

HIGH LEVEL SEISMIC UPGRADE COST ESTIMATE FOR CENTRE BLOCK, PARLIAMENT HILL HIGH LEVEL SEISMIC UPGRADE COST ESTIMATE FOR CENTRE BLOCK, PARLIAMENT HILL Prepared for: Public Works and Government Services Canada Parliamentary Precinct Branch Prepared by: Halsall Associates 210 Gladstone

More information

Asset Management Plan

Asset Management Plan Asset Management Plan Asset Management Plan Table of Contents 1.0 Executive Summary... 2 2.0 Introduction... 4 3.0 State of County of Simcoe s Infrastructure... 7 4.0 Levels of Service... 14 5.0 Asset

More information

Ch a p t e r 5. Bridges Decks and Boardwalks

Ch a p t e r 5. Bridges Decks and Boardwalks 05 Ch a p t e r 5 Park Structures Bridges Decks and Boardwalks Intentionally Blank Br i d g e s Chapter 5: Park Structures Pu r p o s e Bridges shall facilitate safe access across bodies of water, unstable

More information

MPO Staff Report MPO Technical Advisory Committee: March 13, 2013 MPO Executive Board: March 20, 2013

MPO Staff Report MPO Technical Advisory Committee: March 13, 2013 MPO Executive Board: March 20, 2013 MPO Staff Report MPO Technical Advisory Committee: March 13, 2013 MPO Executive Board: March 20, 2013 RECOMMENDED ACTION: Matter of MnDOT Kennedy Bridge Study and NDDOT Sorlie Bridge Phase I Report Matter

More information

SECTION 108 - INLETS 108.1 INLET LOCATIONS

SECTION 108 - INLETS 108.1 INLET LOCATIONS Greene County Design Standards -Adopted April 5, 1999 SECTION 108 - INLETS SECTION 108 - INLETS 108.1 INLET LOCATIONS 108.2 INLET INTERCEPTION CAPACITIES 108.2.1 Clogging Factors 108.3 INTERCEPTION AND

More information

Index 20010 Series Prestressed Florida-I Beams (Rev. 07/12)

Index 20010 Series Prestressed Florida-I Beams (Rev. 07/12) Index 20010 Series Prestressed Florida-I Beams (Rev. 07/12) Design Criteria AASHTO LRFD Bridge Design Specifications, 6th Edition; Structures Detailing Manual (SDM); Structures Design Guidelines (SDG)

More information

Drainage DR-701. Materials Field Sampling. Purpose of the Guidance Manual. General DR 701-1

Drainage DR-701. Materials Field Sampling. Purpose of the Guidance Manual. General DR 701-1 DR-701 Chapter Materials Field Sampling Drainage Subject INLETS INTRODUCTION & STORM SEWERS General Purpose of the Guidance Manual DR 701-1 STORM SEWER DEFINITION KYTC defines a storm sewer as two or more

More information

Project Information. New Hope - Lambertville Toll Bridge - Pavement Rehabilitation & Approach Bridges Repairs -

Project Information. New Hope - Lambertville Toll Bridge - Pavement Rehabilitation & Approach Bridges Repairs - Project Information Existing Conditions Cracked and settled pavement. Structural failure within the asphalt pavement section. Anticipated Project Elements Reconstruction of all asphalt pavement on US Route

More information