Culvert Rehabilitation A presentation by ms consultants, inc. engineers, architects, planners

Size: px
Start display at page:

Download "Culvert Rehabilitation A presentation by ms consultants, inc. engineers, architects, planners"

Transcription

1 Culvert Rehabilitation A presentation by ms consultants, inc. engineers, architects, planners

2 McConnell Road Culvert Greensboro, North Carolina Fisher Park Circle Culvert Greensboro, North Carolina Shady Run Road Culvert Youngstown, Ohio

3 McConnell Road Culvert Greensboro, North Carolina Existing Conditions 7 x 4-6 rectangular section with 3-6 clay tile arched top. 8 concrete walls at both ends of culvert; grouted stone walls in remaining section Length = 54 ; Fill height = 4 ; Road width = 24 Bottom is concrete slab, concrete wing walls.

4 McConnell Road Culvert Greensboro, North Carolina Primary concern: 85% of grouted joints in arch top deteriorated. Several tiles missing or broken. Goal: Restore culvert integrity Prolong useful life.

5 McConnell Road Culvert Greensboro, North Carolina Structural Analysis Results: Based on Original Conditions, culvert capacity exceeded stresses by HS Design Truck. Based on deteriorating Existing Conditions, corrective measures recommended.

6

7 McConnell Road Culvert Greensboro, North Carolina ALTERNATIVE #1 Place 3-4 of shotcrete on arch and walls. 13% reduction in cross-sectional area. Expected service life years. No roadway closure. Estimated construction cost $55,500.

8 McConnell Road Culvert Greensboro, North Carolina ALTERNATIVE #2 Install 8 thick concrete walls in front of existing walls at each end. Construct concrete column and beam bent at each stone wall insert aluminum arch on new walls and beams Fill remaining space with highflowing cementitious grout. 19% reduction in cross-sectional area. Expected service life 30 years. No roadway closure. Estimated construction cost $76,100.

9 McConnell Road Culvert Greensboro, North Carolina ALTERNATIVE #3 Remove and replace culvert. Expected service life 50 years. No impact on hydraulic capacity. Road closure required. Estimated construction cost $97,600.

10 McConnell Road Culvert Greensboro, North Carolina ms recommendation: Alternative #2, unless funds are not restricted and detour is not objectionable. The City of Greensboro selected Alternative #2.

11 McConnell Road Culvert Greensboro, North Carolina

12 McConnell Road Culvert Greensboro, North Carolina

13

14 Fisher Park Circle Culvert Greensboro, North Carolina Culvert opening

15 The Whomping Willow Harry Potter movies

16 Fisher Park Circle Culvert Greensboro, North Carolina Existing Conditions 5 wide x 4 high stone box culvert (granite) Stone box section 54 length, transitions to 4 clay tile arch section for 452 length Average fill height = 3 ADT = 4,500; 2% Trucks

17 Fisher Park Circle Culvert Greensboro, North Carolina Primary concern: Numerous top granite slab are broken and dropped up to 8-10, and have 18 voids between some slabs. Goal: Restore culvert integrity Prolong useful life.

18 Fisher Park Circle Culvert Greensboro, North Carolina Local Concerns One of the City s oldest residential areas. Community desires no impacts to historical nature of the area. Absolutely no harm to Landmark Tree. City opinion is that the tree is self-supporting. Slabs under tree are in good condition.

19 Fisher Park Circle Culvert Greensboro, North Carolina Two Alternatives for rehabilitation considered: 1. Jacking the culvert roof and underpin. 2. Open cut 10 x 42 area and replace slabs with reinforced concrete slabs, either poured in place or precast. Precautions made to avoid tree and root system

20 Fisher Park Circle Culvert Greensboro, North Carolina ALTERNATIVE #1 - Underpin Considered a more short-term solution. Jacking would be more difficult construction. Confined space issues Structural members would reduce hydraulic capacity Use galva.nized steel to avoid corrosion Special attention to remaining voids would be needed. Roadway would be closed during construction. Estimated cost $36,000.

21 Fisher Park Circle Culvert Greensboro, North Carolina ALTERNATIVE #2 Replace Roof Slabs Considered a more long-term solution. Better structural stability. Eliminates confined space issues. No reduction in hydraulic capacity. Voids can be filled. Roadway would be closed during construction. Estimated cost $21,000.

22 Fisher Park Circle Culvert Greensboro, North Carolina The City of Greensboro selected Alternative 1 Underpin as there is less impact to surroundings; no risk to landmark tree.

23 Fisher Park Circle Culvert Greensboro, North Carolina

24 Fisher Park Circle Culvert Greensboro, North Carolina

25

26 Shady Run Road Culvert Youngstown, Ohio EXISTING CONDITIONS 6 x 50 sandstone culvert with concrete slab top. Culvert had not been on inspection inventory. Partial collapse following heavy rain event. City of Youngstown requested ms consultants perform a detailed inspection for emergency repair plans.

27 Shady Run Road Culvert Youngstown, Ohio

28

29

30

31 Shady Run Road Culvert Youngstown, Ohio

32

33

34

35 Shady Run Road Culvert Youngstown, Ohio

36

37

38

39

40

41 Shady Run Road Culvert Youngstown, Ohio

42

43

44

45

46

47

48 Shady Run Road Culvert Youngstown, Ohio

49

50

51 Shady Run Road Culvert Emergency Repairs - Youngstown, Ohio

52 Shady Run Road Culvert Emergency Repairs - Youngstown, Ohio

53 Shady Run Road Culvert Emergency Repairs - Youngstown, Ohio

54 Shady Run Road Culvert Emergency Repairs - Youngstown, Ohio

55 Shady Run Road Culvert Emergency Repairs - Youngstown, Ohio

56 Shady Run Road Culvert Emergency Repairs - Youngstown, Ohio

57 Shady Run Road Culvert Youngstown, Ohio AS - BUILT Restored integrity of the culvert: Rebuilt catch basins to repair drainage problem Reconstructed wing walls, culvert walls and new top slab Constructed new concrete invert with cutoff wall and stabilized bottom stone Reconstructed outfall channel

58

59

60

61

62

63

64

65

66

67

68

69 Thank you for your time. ms consultants, inc. engineers, architects, planners

June 2007 CHAPTER 7 - CULVERTS 7.0 CHAPTER 7 - CULVERTS 7.1 GENERAL

June 2007 CHAPTER 7 - CULVERTS 7.0 CHAPTER 7 - CULVERTS 7.1 GENERAL 7.0 7.1 GENERAL For the purpose of this manual, culverts are defined as structures that are completely surrounded by soil and located below the surface of the roadway parallel to the general direction

More information

Repair or Replacement - Band-Aids vs. Surgery

Repair or Replacement - Band-Aids vs. Surgery Repair or Replacement - Band-Aids vs. Surgery Using RCP for the Replacement of Failed or Undersized Culverts www.concrete-pipe.org Introduction and Background Our Nation s infrastructure owners are facing

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

Chapter. Restoration of Damaged Structures

Chapter. Restoration of Damaged Structures 5 Chapter Restoration of Damaged Structures Bringing back a damaged structure to its pre-earthquake state and original strength is called restoration. This is the first step of building rehabilitation.

More information

SECTION 08000 STORM DRAINAGE TABLE OF CONTENTS

SECTION 08000 STORM DRAINAGE TABLE OF CONTENTS SECTION 08000 STORM DRAINAGE 08010 DESIGN A. Location B. Sizing TABLE OF CONTENTS 08020 MATERIALS A. Pipe Materials B. Structure Materials C. Installation D. Inlets and Outlets 08030 INSPECTIONS AND TESTING

More information

TECHNICAL NOTE Culvert Sliplining and Lining of Casings with HPPipe

TECHNICAL NOTE Culvert Sliplining and Lining of Casings with HPPipe TECHNICAL NOTE Culvert Sliplining and Lining of Casings with HPPipe TN 5.14 February 2010 Introduction It may be at times necessary, in an aging infrastructure, to rehabilitate drainage and sanitary lines

More information

Foundations 65 5 FOUNDATIONS. by Richard Chylinski, FAIA and Timothy P. McCormick, P.E. Seismic Retrofit Training

Foundations 65 5 FOUNDATIONS. by Richard Chylinski, FAIA and Timothy P. McCormick, P.E. Seismic Retrofit Training Foundations 65 5 FOUNDATIONS by Richard Chylinski, FAIA and Timothy P. McCormick, P.E. 66 Foundations Foundations 67 FOUNDATIONS Let's assume that the retrofit has been done correctly from the roofline

More information

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

Bridge Type Selection

Bridge Type Selection Bridge Type Selection The major consideration for bridge type selection for bridges on the State Aid system is initial cost. Future maintenance costs, construction time, and location are considered when

More information

Elevating Your House. Introduction CHAPTER 5

Elevating Your House. Introduction CHAPTER 5 CHAPTER 5 Elevating Your House Introduction One of the most common retrofitting methods is elevating a house to a required or desired Flood Protection Elevation (FPE). When a house is properly elevated,

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

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

PRESERVATION PLANNING ASSOCIATES 519 Fig Avenue, Santa Barbara, CA 93101 Telephone (805) 450-6658 Email: accole5@yahoo.com

PRESERVATION PLANNING ASSOCIATES 519 Fig Avenue, Santa Barbara, CA 93101 Telephone (805) 450-6658 Email: accole5@yahoo.com PRESERVATION PLANNING ASSOCIATES 519 Fig Avenue, Santa Barbara, CA 93101 Telephone (805) 450-6658 Email: accole5@yahoo.com June 17, 2015 Ms. Kimberley Heaton McCarthy Supervising Planner Building and Safety

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

SECTION 02400 - STORM DRAIN SYSTEM

SECTION 02400 - STORM DRAIN SYSTEM SECTION 02400 - STORM DRAIN SYSTEM CONTENTS: Part 1 - General... 1 1.01 Work Included... 1 1.02 Related Requirements... 1 1.03 Reference Standards... 1 1.04 Quality Assurance... 1 1.05 Measurement And

More information

SECTION 724 PIPE CULVERTS

SECTION 724 PIPE CULVERTS SECTION 724 PIPE CULVERTS 724.1 Description. This work shall consist of providing pipe or pipe arch of the diameter or shape designated, laid upon a firm bed and backfilled as specified. Where appropriate

More information

FUTURE SLAB. PENETRATIONS and. DEMOLITION of POST-TENSIONED FLOORS

FUTURE SLAB. PENETRATIONS and. DEMOLITION of POST-TENSIONED FLOORS FUTURE SLAB PENETRATIONS and DEMOLITION of POST-TENSIONED FLOORS 1.0 INTRODUCTION Post-tensioned floor slabs in Australia and South East Asia are now universally regarded as the most cost effective form

More information

SECTION III DRAINAGE

SECTION III DRAINAGE SECTION III DRAINAGE TOC-III.1 of 5 TABLE OF CONTENTS DRAINAGE FACILITIES No. Title D-1 Standard Underdrains D-2 Longitudinal Underdrain for Flexible Paving D-3 Spring Control Method & Detail D-4 Trench

More information

Failing Culverts Structural Problems & Economic Considerations

Failing Culverts Structural Problems & Economic Considerations Failing Culverts Structural Problems & Economic Considerations Al Tenbusch, President, Tenbusch, Inc. Brian Dorwart, Senior Associate, Brierley Associates Albert F. Tenbusch, Engineer, Tenbusch, Inc. June

More information

SEDIMENT/STORMWATER MANAGEMENT BASIN CONSTRUCTION CHECKLIST

SEDIMENT/STORMWATER MANAGEMENT BASIN CONSTRUCTION CHECKLIST SEDIMENT/STORMWATER MANAGEMENT BASIN CONSTRUCTION CHECKLIST For permanent structures per Delaware SCS Pond Code 378 and Delaware Sediment and Stormwater Regulations KEY PROJECT INFORMATION Item meets standard

More information

Building Condition Assessment: 215-219 West Lexington Street Baltimore, Maryland

Building Condition Assessment: 215-219 West Lexington Street Baltimore, Maryland KPA The Joint Venture of EBA Engineering, Inc. and Kennedy Porter & Associates, Inc. 4813 Seton Drive, Baltimore, MD 21215 Phone: (410-358-7171) Fax: (410)358-7213 Building Condition Assessment: Baltimore,

More information

Technical Notes 3B - Brick Masonry Section Properties May 1993

Technical Notes 3B - Brick Masonry Section Properties May 1993 Technical Notes 3B - Brick Masonry Section Properties May 1993 Abstract: This Technical Notes is a design aid for the Building Code Requirements for Masonry Structures (ACI 530/ASCE 5/TMS 402-92) and Specifications

More information

BEST PRACTICE GUIDELINES FOR CULVERT LINER SELECTION

BEST PRACTICE GUIDELINES FOR CULVERT LINER SELECTION BEST PRACTICE GUIDELINES FOR CULVERT LINER SELECTION GENERAL Rehabilitation of culverts with pipe liners is one of several methods available for extending the life of an existing culvert. It is often cost

More information

symptoms of a faulty foundation

symptoms of a faulty foundation symptoms of a faulty foundation How does drought impact your home's foundation? For many Texas families, their home becomes the single largest investment and also the family fortune. The home's foundation

More information

SECTION 02630 STORM DRAINAGE SYSTEM

SECTION 02630 STORM DRAINAGE SYSTEM SECTION 02630 PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for storm drainage systems including modifications and connections to existing storm drainage systems. 1.02 REFERENCE

More information

INCREASE OF DURABILITY AND LIFETIME OF EXISTING BRIDGES. PIARC TC 4.4 EXPERIENCE.

INCREASE OF DURABILITY AND LIFETIME OF EXISTING BRIDGES. PIARC TC 4.4 EXPERIENCE. INCREASE OF DURABILITY AND LIFETIME OF EXISTING BRIDGES. PIARC TC 4.4 EXPERIENCE. M.Sc. Gediminas Viršilas Head of Bridge Division, Lithuanian Road Administration Working group 2 of PIARC Technical Committee

More information

CULVERT AND STORM SEWER PIPE MATERIAL POLICY ON FEDERALLY FUNDED LOCAL AGENCY PROJECTS UPDATED March 2013

CULVERT AND STORM SEWER PIPE MATERIAL POLICY ON FEDERALLY FUNDED LOCAL AGENCY PROJECTS UPDATED March 2013 CULVERT AND STORM SEWER PIPE MATERIAL POLICY ON FEDERALLY FUNDED LOCAL AGENCY PROJECTS UPDATED March 2013 Background Section 5514, a final rule for SAFETEA-LU was issued on November 15, 2006 and became

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

Index. protection. excavated drop inlet protection (Temporary) 6.50.1 6.51.1. Block and gravel inlet Protection (Temporary) 6.52.1

Index. protection. excavated drop inlet protection (Temporary) 6.50.1 6.51.1. Block and gravel inlet Protection (Temporary) 6.52.1 6 Index inlet protection excavated drop inlet protection (Temporary) 6.50.1 HARDWARE CLOTH AND GRAVEL INLET PROTECTION Block and gravel inlet Protection (Temporary) sod drop inlet protection ROCK DOUGHNUT

More information

SECTION 3 ONM & J STRUCTURAL ANALYSIS

SECTION 3 ONM & J STRUCTURAL ANALYSIS Historic Boynton Beach High School Existing Building Assessment City of Boynton Beach February 10, 2011 SECTION 3 ONM & J STRUCTURAL ANALYSIS STRUCTURAL ENGINEERS SPECIAL INSPECTORS STRUCTURAL CONDITION

More information

Catch Basin Rehabilitation Road Commission for Oakland County, Michigan

Catch Basin Rehabilitation Road Commission for Oakland County, Michigan Date: Location: September 14, 2011, 9:45a.m. start East side of street in front of 4656 Maura Lane, West Bloomfield Participants: Oakland County Michelle Belanger, Rick Hall, Matt Mountain, Gary Flounory,

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

Wastewater Capital Projects Management Standard Construction Specification

Wastewater Capital Projects Management Standard Construction Specification CITY AND COUNTY OF DENVER ENGINEERING DIVISION Wastewater Capital Projects Management Standard Construction Specification 10.1 Precast Concrete Pipe 10.1.1 General This section covers material requirements,

More information

Chaudière Crossing Bridge Rehabilitation

Chaudière Crossing Bridge Rehabilitation Chaudière Crossing Bridge Rehabilitation Douglas K. Lowry P. Eng., Armtec Infrastructure Incorporated David Delicate, P.Eng. Public Works and Government Services Canada (Retired) Prepared for presentation

More information

Photo 2. View showing flour mill, machine shed, veranda and saw mill + storage shed.

Photo 2. View showing flour mill, machine shed, veranda and saw mill + storage shed. May 7,2015 KSANDER & ASSOCIATES CONSULTING PROFESSIONAL ENGINEERS 130 HUINTER STREET, UNIT 103, PETERBOROUGH, ONTARIO K9H2K8 TELEPHONE (705) 743-9221 FAX 743-0904 Ontario Region Conservation Authority

More information

Section 2100-Trenching and Tunneling

Section 2100-Trenching and Tunneling SECTION 5200 - STORM SEWER PART 1 - GENERAL 1.01 SCOPE: This Section covers installation of storm sewer mains and culverts. Topics include permits and fees, trench widths, pipe laying, bedding, initial

More information

C-2 Construction, Inc. - NAICS Codes

C-2 Construction, Inc. - NAICS Codes C-2 Construction, Inc. - NAICS Codes 212313 - Crushed and Broken Granite Mining and Quarrying This U.S. industry comprises: (1) establishments primarily engaged in developing the mine site, and/or mining

More information

REHABILITATION OF CONCRETE BEAM BRIDGES IN CROATIAN STATE ROAD NETWORK

REHABILITATION OF CONCRETE BEAM BRIDGES IN CROATIAN STATE ROAD NETWORK REHABILITATION OF CONCRETE BEAM BRIDGES IN CROATIAN STATE Danijel Tenžera, Krešimir Futivić, Boris Ukrainczyk Summary Bridge structures deteriorate with years of use and exposure to adverse environmental

More information

Small Dam Repair The Stone Lake Dam Story. Joe Barron, P.E. SynTerra formerly the Fletcher Group, Inc. 148 River St. Suite 220 Greenville, S.C.

Small Dam Repair The Stone Lake Dam Story. Joe Barron, P.E. SynTerra formerly the Fletcher Group, Inc. 148 River St. Suite 220 Greenville, S.C. Small Dam Repair The Stone Lake Dam Story Joe Barron, P.E. SynTerra formerly the Fletcher Group, Inc. 148 River St. Suite 220 Greenville, S.C. 29601 1 Historical background of Stone Lake A series of three

More information

PERIODIC STRUCTURAL INSPECTION OF EXISTING BUILDINGS GUIDELINES FOR STRUCTURAL ENGINEERS

PERIODIC STRUCTURAL INSPECTION OF EXISTING BUILDINGS GUIDELINES FOR STRUCTURAL ENGINEERS PERIODIC STRUCTURAL INSPECTION OF EXISTING BUILDINGS GUIDELINES FOR STRUCTURAL ENGINEERS Jan 2012 CONTENTS GENERAL... 1 1 Background... 1 2 Qualifications and Expectations of Structural Engineers... 1

More information

DESIGNING A RESTORATION PROGRAM FOR THE BOMA A HISTORIC BUILDING IN BAGAMOYO, TANZANIA.

DESIGNING A RESTORATION PROGRAM FOR THE BOMA A HISTORIC BUILDING IN BAGAMOYO, TANZANIA. Tanzania: Juliery Kagya Mtobesya DESIGNING A RESTORATION PROGRAM FOR THE BOMA A HISTORIC BUILDING IN BAGAMOYO, TANZANIA. 1.0 INTRODUCTION During the period of 1850-1910 Bagamoyo was marked with trade in

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

201 WATER STREET FORWARDERS MUSEUM AND VISITORS INFORMATION CENTRE

201 WATER STREET FORWARDERS MUSEUM AND VISITORS INFORMATION CENTRE STRUCTURAL INSPECTION REPORT DRAFT 201 WATER STREET FORWARDERS MUSEUM AND VISITORS INFORMATION CENTRE TOWN OF PRESCOTT Date: November 2013 GENIVAR No.: 131-20617-00 2611 Queensview Drive, Suite 300, Ottawa,

More information

Engineers, Civil Structural Survey

Engineers, Civil Structural Survey Engineers, Civil Structural Survey 317 STREET 0 6 3 6 0 886-1966 886-9165 FAX. September 1 1 Mr. Alan Bergren City Manager City of Norwich Broadway, Floor Norwich, 06360 Re: Limited Structural Condition

More information

Fame Design Ltd (10295) Plot # A-115/116,BSCIC Hosiery I/A, Narayangonj, Bangladesh (+ 23.623412, +90.478442) 18.June.2014

Fame Design Ltd (10295) Plot # A-115/116,BSCIC Hosiery I/A, Narayangonj, Bangladesh (+ 23.623412, +90.478442) 18.June.2014 Fame Design Ltd (10295) Plot # A-115/116,BSCIC Hosiery I/A, Narayangonj, Bangladesh (+ 23.623412, +90.478442) 18.June.2014 Identified Priority 1 Concerns 1 st Priority 1 Concern This column was checked.

More information

The Stabilizer TM. Benefits. www.griptite.com. Supplemental support system for sagging beams and floor joists within a crawl space

The Stabilizer TM. Benefits. www.griptite.com. Supplemental support system for sagging beams and floor joists within a crawl space The Stabilizer TM Supplemental support system for sagging beams and floor joists within a crawl space Pre-drilled holes in steel plate allow for connection to beam or floor joists. Benefits Levels and

More information

Muddy River Flood Risk Management & Environmental Restoration Project Phase 1 Construction Activities Next 90 Days August 2015

Muddy River Flood Risk Management & Environmental Restoration Project Phase 1 Construction Activities Next 90 Days August 2015 Muddy River Flood Risk Management & Environmental Restoration Project Phase 1 Construction Activities Next 90 Days August 2015 General: The Muddy River Flood Risk Management (FRM) & Environmental Restoration

More information

RESIDENTIAL ROOFING & RE-ROOFING, ROOF VENTILATION AND ROOF SHEATHING REQUIREMENTS MICHIGAN RESIDENTIAL CODE 2000

RESIDENTIAL ROOFING & RE-ROOFING, ROOF VENTILATION AND ROOF SHEATHING REQUIREMENTS MICHIGAN RESIDENTIAL CODE 2000 RESIDENTIAL ROOFING & RE-ROOFING, ROOF VENTILATION AND ROOF SHEATHING REQUIREMENTS MICHIGAN RESIDENTIAL CODE 2000 SECTION R905 REQUIREMENTS FOR ROOF COVERINGS R905.1 Roof covering application. Roof coverings

More information

Rehabilitation of Locks on the Kentucky River

Rehabilitation of Locks on the Kentucky River Rehabilitation of Locks on the Kentucky River Joshua M. Repp, PE Bergmann Associates Presentation Overview River System History Evolution of Lock and Dams Structures Existing Condition of Structures Lock

More information

REHABILITATION OF NOVOARBATSKY BRIDGE IN MOSCOW

REHABILITATION OF NOVOARBATSKY BRIDGE IN MOSCOW 2005 New York City Bridge Conference September 12-13, 2005 REHABILITATION OF NOVOARBATSKY BRIDGE IN MOSCOW The Novoarbatsky Bridge across the Moskva River had been built in 1957 Plan of the bridge Steel

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

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

COMBINED SEWER OVERFLOW OPERATIONAL AND MAINTENANCE PLAN SUMMARY

COMBINED SEWER OVERFLOW OPERATIONAL AND MAINTENANCE PLAN SUMMARY COMBINED SEWER OVERFLOW OPERATIONAL AND MAINTENANCE PLAN SUMMARY Revised: April 2014 Village of Wilmette, Illinois NPDES CSO Permit No. ILM580012 Chapter 1 Introduction This Operational and Maintenance

More information

SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701)

SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701) SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701) 55-1 GENERAL The Contractor shall perform all work required by the plans for construction of pipe for storm drains, precast polymer trench drains

More information

Successful Approach to the Repair of Reinforced Concrete Support Structures in Delayed Coking Units

Successful Approach to the Repair of Reinforced Concrete Support Structures in Delayed Coking Units Successful Approach to the Repair of Reinforced Concrete Support Structures in Delayed Coking Units Thomas Kline Director- Concrete Repair Solutions STRUCTURAL TECHNOLOGIES, LLC Houston, Texas USA November

More information

OVERVIEW OF TMH19: DRAFT STANDARD FOR THE VISUAL ASSESSMENT OF ROAD STRUCTURES

OVERVIEW OF TMH19: DRAFT STANDARD FOR THE VISUAL ASSESSMENT OF ROAD STRUCTURES ROAD PAVEMENTS FORUM TWENTY-FIFTH MEETING 7 May 2013 OVERVIEW OF TMH19: DRAFT STANDARD FOR THE VISUAL ASSESSMENT OF ROAD STRUCTURES Michael Roux (CSIR Built Environment) Acknowledgements SANRAL Team Members:

More information

Foundation Experts, LLC Specializes in Foundation Repair and Waterproofing

Foundation Experts, LLC Specializes in Foundation Repair and Waterproofing 1 Most basements show some signs of leaking and cracking. Through the years, problems with water, poor soils, grading, drainage and possible settling affect the integrity of a basement. Being able to recognize

More information

STRUCTURAL ASSESSMENT. Full Metal Jacket Building 0 Prince Street, Alexandria, VA

STRUCTURAL ASSESSMENT. Full Metal Jacket Building 0 Prince Street, Alexandria, VA STRUCTURAL ASSESSMENT FOR Full Metal Jacket Building 0 Prince Street, Prepared by: ALPHA CORPORATION (Alpha) 1850 S. Loudoun Street, Suite 200 Winchester, VA 22601 540-723-0704 September 22, 2010 J. Michael

More information

EAST LYME HIGH SCHOOL

EAST LYME HIGH SCHOOL Overview: 1971 N 1966 GYM 1966 CLASSROOM WING 1966 AUD. 1971 GYM 1998 1998 POOL EAST LYME HIGH SCHOOL Original 1966 Building: The original East Lyme High School was constructed in 1966 and was composed

More information

Sustainable Road Drainage Asset Management Strategy and Financial Requirements

Sustainable Road Drainage Asset Management Strategy and Financial Requirements Sustainable Road Drainage Asset Management Strategy and Financial Requirements Liane Welch, P.E., Director, Tillamook County Public Works Patricia Bugas-Schramm, PBS Consulting Jeff Roorda, P.E., JRA TRB

More information

Designed and Engineered to Perform

Designed and Engineered to Perform History EARTH CONTACT PRODUCTS, L.L.C., is a family owned company, based in Olathe, Kansas. This company was built upon Don May s U.S. Patented fourth-generation Steel Piering System that has led to the

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

Building Restoration

Building Restoration Ar. Pallavi Sharma Research Scholar, Amity School of Architecture and Planning, Amity University, Haryana, India ABSTRACT Building restoration describes the process of the renewal and refurbishment of

More information

Chapter 3 CULVERTS. Description. Importance to Maintenance & Water Quality. Culvert Profile

Chapter 3 CULVERTS. Description. Importance to Maintenance & Water Quality. Culvert Profile Chapter 3 CULVERTS Description A culvert is a closed conduit used to convey water from one area to another, usually from one side of a road to the other side. Importance to Maintenance & Water Quality

More information

No allowance will be made for classification of different types of material encountered.

No allowance will be made for classification of different types of material encountered. PROJECT : Repair/ Maintenance of Flood Control and Drainage Structures Along Butuan City Cagayan de Oro City Iligan City Road LOCATION : San Antonio, Jasaan, Misamis Oriental SUBJECT : General Notes and

More information

Failing Coastal Wood Infrastructure on the Great Lakes

Failing Coastal Wood Infrastructure on the Great Lakes University of Wisconsin Sea Grant Institute Contact Gene Clark grclark@aqua.wisc.edu 715-392-3246 Failing Coastal Wood Infrastructure on the Great Lakes Gene Clark/UW Sea Grant Institute Introduction Many

More information

Structural Failures Cost Lives and Time

Structural Failures Cost Lives and Time Structural Failures Cost Lives and Time Recent failures of storage bins, silos and other structures highlight the need to increase awareness of hazards associated with these structures. Since 2010, one

More information

INSPECTION FINDINGS. for. Paragon Condominiums 2102 W 31 st Avenue Denver, Colorado. Inspection Date: August 8, 2007. Perfonned By: Drew Schneider

INSPECTION FINDINGS. for. Paragon Condominiums 2102 W 31 st Avenue Denver, Colorado. Inspection Date: August 8, 2007. Perfonned By: Drew Schneider INSPECTION FINDINGS for Paragon Condominiums 2102 W 31 st Avenue Denver, Colorado Inspection Date: August 8, 2007 Perfonned By: Drew Schneider INSPECTRUM 27691 Moffat Road Evergreen, CO 80439 303.697.0990

More information

Sisal Composite Ltd. Apparel 4 Ltd. JM Knit Ltd. Natun Para, Hemayetpur, Savar, Dhaka-1340 (23.789416N,90.266135E)

Sisal Composite Ltd. Apparel 4 Ltd. JM Knit Ltd. Natun Para, Hemayetpur, Savar, Dhaka-1340 (23.789416N,90.266135E) Revision: issue 1 Date: 11 June 2014 Sisal Composite Ltd. Apparel 4 Ltd. JM Knit Ltd. Natun Para, Hemayetpur, Savar, Dhaka-1340 (23.789416N,90.266135E) 24 th May 2014 Structural Inspection Report Observations

More information

Stone Arch Bridges of Washington County, MD

Stone Arch Bridges of Washington County, MD Stone Arch Bridges of Washington County, MD Presentation for the County Engineers Association of Maryland (CEAM) 2009 Spring Conference May 14, 2009 Scott Hobbs, P.E. Capital Projects Engineering John

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

Article 5: Building Regulations

Article 5: Building Regulations Article 5: Building Regulations Division 37: Additional Building Regulations for Archaic Materials and Methods of Construction (Added Additional Building Regulations for Archaic Materials and Methods of

More information

941 Key Street HPO File No. 140817 CERTIFICATE OF APPROPRIATENESS

941 Key Street HPO File No. 140817 CERTIFICATE OF APPROPRIATENESS Application Date: August 6, 2014 Applicant: Mary S Beaver, owner CERTIFICATE OF APPROPRIATENESS Property:, lot 10, block 220, East Subdivision. The property includes a historic 1,200 square foot one story

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

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

Project Report. Structural Investigations Hotel del Sol Yuma, Arizona

Project Report. Structural Investigations Hotel del Sol Yuma, Arizona Project Report Structural Investigations Yuma, Arizona Prepared by: 2619 Spruce Street Boulder, CO 80302 303-444-3620 Prepared for: Principle Engineering Group, Inc. 833 East Plaza Circle, Suite 100 Yuma,

More information

Repair and Rehabilitation of Nehru Memorial College of K.V.G. Group of Institutions at Mangalore - A Case Study

Repair and Rehabilitation of Nehru Memorial College of K.V.G. Group of Institutions at Mangalore - A Case Study Repair and Rehabilitation of Nehru Memorial College of K.V.G. Group of Institutions at Mangalore - A Case Study Surresh Chandra Pattanaik ab, E. Gopal Krishnan b and Mohan Kumar c a School of Civil Engineering,

More information

Design and Construction of Cantilevered Reinforced Concrete Structures

Design and Construction of Cantilevered Reinforced Concrete Structures Buildings Department Practice Note for Authorized Persons, Registered Structural Engineers and Registered Geotechnical Engineers APP-68 Design and Construction of Cantilevered Reinforced Concrete Structures

More information

2000 Bachelor of Science in Civil Engineering University of Central Florida, Orlando, Florida

2000 Bachelor of Science in Civil Engineering University of Central Florida, Orlando, Florida ENGINEER: CIVIL/STRUCTURAL NICHOLAS K. PONTILLO, P.E. Engineering Design & Testing Corp. Post Office Box 40026 Overland Park, Kansas 66204-0926 Telephone: (913) 859-9580 npontillo@edtkc.com EDUCATION:

More information

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

Rehabilitation of the Red Bank Road Bridge over Hoover Reservoir. Presented By: Doug Stachler, P.E. Rehabilitation of the Red Bank Road Bridge over Hoover Reservoir Presented By: Doug Stachler, P.E. Project Organization Owner Delaware County Engineers Office Design Consultant CH2M HILL Contractor Double

More information

TITLE: MASONRY PARAPET WALLS AND FLAT ROOF REQUIREMENTS 11/1/09

TITLE: MASONRY PARAPET WALLS AND FLAT ROOF REQUIREMENTS 11/1/09 TITLE: MASONRY PARAPET WALLS AND FLAT ROOF REQUIREMENTS 11/1/09 PMT GUIDE # 10 Book of Order Section G-10.0102o: "The session is responsible for the mission and government of the particular church. It

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

How To Repair A House After An Earthquake

How To Repair A House After An Earthquake REHABILITATION Anti-seismic construction handbook Arch. Wilfredo Carazas Aedo Arch. Alba Rivero Olmos CRATerre-EAG PRELUDE Earthquakes have a considerable effect on adobe houses built with a large number

More information

CITY OF VAUGHAN SCHEDULE O LOT GRADING DESIGN FOR RESIDENTIAL DEVELOPMENT

CITY OF VAUGHAN SCHEDULE O LOT GRADING DESIGN FOR RESIDENTIAL DEVELOPMENT Page 1 CITY OF VAUGHAN SCHEDULE O LOT GRADING DESIGN FOR RESIDENTIAL DEVELOPMENT CIVIC CENTRE 2141 MAJOR MACKENZIE DRIVE MAPLE ONTARIO L6A 1T1 905-832-2281 Page 2 SECTION 1 - GENERAL OBJECTIVES To provide

More information

CHAPTER 5. Storm Sewer

CHAPTER 5. Storm Sewer CHAPTER 5 Storm Sewer A. Introduction All proposed developments shall have a properly designed and constructed storm water conveyance system. This chapter deals only with the conveyance system. Storm water

More information

BEST MANAGEMENT STANDARDS FOR FOUNDATION REPAIR MARCH 2003 REVISED JUNE 13, 2012

BEST MANAGEMENT STANDARDS FOR FOUNDATION REPAIR MARCH 2003 REVISED JUNE 13, 2012 BEST MANAGEMENT STANDARDS FOR FOUNDATION REPAIR MARCH 2003 REVISED JUNE 13, 2012 Prepared in cooperation with the Building Inspectors Association of Southeastern Wisconsin www.biasew.net 1 BEST MANAGEMENT

More information

CONSTRUCTION OF NON-CIRCULAR SEWER REHABILITATION PROJECTS IN LOS ANGELES

CONSTRUCTION OF NON-CIRCULAR SEWER REHABILITATION PROJECTS IN LOS ANGELES North American Society for Trenchless Technology (NASTT) No-Dig Show 2010 Chicago, Illinois May 2-7, 2010 Paper C-4-04 CONSTRUCTION OF NON-CIRCULAR SEWER REHABILITATION PROJECTS IN LOS ANGELES Brad Jenson

More information

Installation Instructions

Installation Instructions Installation Instructions Pedestal Models FS 500 LE FS 800 LE Insert Models IS 500 LE IS 800 LE Pecan Engineering Pty Ltd 13 Acorn Road Dry Creek South Australia 5094 Email info@pecan-eng.com.au Phone:

More information

Roof Inspection Report 3840 Greenway Circle, Lawrence Kansas, 66046 Sauer-Danfoss Building

Roof Inspection Report 3840 Greenway Circle, Lawrence Kansas, 66046 Sauer-Danfoss Building Roof Inspection Report 3840 Greenway Circle, Lawrence Kansas, 66046 Sauer-Danfoss Building Prepared For: Ms Marilyn Bittenbender Colliers International 805 New Hampshire St Lawrence Kansas, 66046 Prepared

More information

Section 402. STORM SEWERS

Section 402. STORM SEWERS 402.02 Section 402. STORM SEWERS 402.01. Description. This work consists of constructing storm sewers of the size and class required, including excavation, bedding, and backfill. 402.02. Materials. Provide

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

Chapter 7: Pavement Rehabilitation 7-1 Asphalt Pavement Overlays 7-1 Surface Preparation Methods 7-2 Concrete Pavement Preparation 7-3 Recycling

Chapter 7: Pavement Rehabilitation 7-1 Asphalt Pavement Overlays 7-1 Surface Preparation Methods 7-2 Concrete Pavement Preparation 7-3 Recycling 7-1 Asphalt Pavement Overlays 7-1 Surface Preparation Methods 7-2 Concrete Pavement Preparation 7-3 Recycling Asphalt Pavements 7-7 Chapter 7 Pavement Rehabilitation Pavement rehabilitation can be accomplished

More information

1.2 Advantages and Types of Prestressing

1.2 Advantages and Types of Prestressing 1.2 Advantages and Types of Prestressing This section covers the following topics. Definitions Advantages of Prestressing Limitations of Prestressing Types of Prestressing 1.2.1 Definitions The terms commonly

More information

Criteria for Road Rehabilitation

Criteria for Road Rehabilitation Criteria for Road Rehabilitation Determining how to rehabilitate the Road involves more than just the cost and duration of the work. Careful consideration of historical, cultural, and environmental resources,

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

NRDCA 400 GUIDELINE FOR FIELD APPLICATION of LIGHTWEIGHT INSULATING CONCRETE REROOFING/RECOVER SYSTEMS

NRDCA 400 GUIDELINE FOR FIELD APPLICATION of LIGHTWEIGHT INSULATING CONCRETE REROOFING/RECOVER SYSTEMS NRDCA 400 GUIDELINE FOR FIELD APPLICATION of LIGHTWEIGHT INSULATING CONCRETE REROOFING/RECOVER SYSTEMS The (NRDCA) has prepared this document to provide customers and installers information that the industry

More information

DIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL

DIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL DIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL 1.01 DESCRIPTION A. Furnish and install all storm drains, including manholes, inlets, service lines and other appurtenant

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

STRUCTURES. 1.1. Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL.

STRUCTURES. 1.1. Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL. STRUCTURES 1. General. Critical structures may impact the integrity of a flood control project in several manners such as the excavation for construction of the structure, the type of foundation, backfill

More information

Section 600 Incidental Construction

Section 600 Incidental Construction Table of Contents 1. Pipe Culverts... 600-1 A. Endwalls, Inlets, Manholes, and Spring Boxes... 600-5 2. Grade Adjustment of Existing Miscellaneous Structures... 600-8 3. Rebuilt Miscellaneous Structures...

More information