NACE Conference APRIL 9-13, 2017 CINCINNATI, OH
|
|
- Mercy Elliott
- 5 years ago
- Views:
Transcription
1 NACE Conference APRIL 9-13, 2017 CINCINNATI, OH
2 EVALUATION AND PRESERVATION OF BRIDGE DECKS UTILIZING GPR AND HYDRODEMOLITION AND INTRODUCING LATEX MODIFIED CONCRETE
3 OUTLINE Case Study of Missouri Bridge Deck Evaluation Utilizing GPR with Hydrodemolition Rehabilitation Process of Preserving Bridge Decks with Fast Track Hydrodemolition and Latex Modified Concrete
4 Evaluation with GPR of 12 Bridge Decks in Missouri GOALS: Demonstrate use of GPR as non-invasive Method to investigate bridge deck condtions Show that GPR can be used as a reliable and faster means to assess the deck condition Implement GPR as a long-term process to assist with scoping and forecasting Use GPR data to help with cost estimating on rehab jobs
5 Testing Included Visual investigation of top surface GPR scans using GSSI SIR-3000 and GSSI 1.5 GHz antenna (push cart) Extraction and visual review of cores Sampling for chloride concentrations All testing done by Missouri University of Science and Technology Initial testing done in 2012
6 Testing Included Closer look at 3 bridges to compare GPR results with actual deterioration Total Surface Hydrodemolition used to remove deteriorated / weakened concrete Surveyed material depths of concrete removed by using LIDAR
7 For 3 Bridges (A1193, A1297, A1479) APAC served as prime contractor for the project Removed deteriorated concrete by hydrodemolition (Hydro-Technologies, Inc) Installed Latex Modified Concrete Overlay Deck work performed in 2013 Bridge decks did not have overlays
8
9 Bridge A1297, US 50, Morgan County, Missouri
10 Ground Penetrating Radar (GPR) Non-destructive geophysical tool that uses pulsed electromagnetic radiation to image the top, base, and interior of a bridge deck Pulses of electromagnetic radiation emitted are partially reflected by top of bridge deck, the base of the deck, and from features such as embedded reinforcing steel bar (rebar) and delaminations Hand Cart used to collect the data
11
12 Example of GPR Data Showing Reflections from Top and Bottom Transverse Rebar. Lower Reflection Amplitudes (Top Layer of Rebar) are Normally Indicative of Deterioration.
13 Ground Pentrating Radar (GPR) Analysis of reflected signal (magnitude and arrival time) enables operator to estimate depth to each reflector and to assess overall condition of bridge deck. Results based on reflection amplitude from the top transverse layer of reinforcement and do not represent the condition of the concrete below the top transverse reinforcement.
14
15 Ground Pentrating Radar (GPR) Most significant output of GPR investigation was a map depicting variations in the amplitude of the reflection from the top of the transverse layer of rebar. Based on the interpretation of the amplitude map, the interpreter is able to identify areas of the bridge deck where there is: 1) no evidence of deterioration, 2) evidence of moderate deterioration, or 3) evidence of extensive deterioration.
16 Interpretation of Deterioration No evidence of deterioration = Depth < 0.75 inches Moderate deterioration = 0.75 < Depth < top mat of rebar Extensive deterioration = Depth > top mat of rebar
17 GPR Amplitude Map Based on Top Bar Reflection
18 Chloride Testing GPR responds to the presence of saline moisture Chloride ion concentration levels expected to correlate with GPR results Regions with higher chloride ion concentration lower reflection amplitudes (higher likelihood of deterioration) Threshold value for water-soluble chloride for corrosion to initiate is 0.15% by weight of cement Results indicated that chloride ion concentration levels were less than the threshold limit for areas tested.
19 Milling (after GPR) prior to hydrodemolition
20 Bar exposure after hydrodemolition in more deteriorated areas of deck
21 LIDAR used to map depth measurements of concrete removal
22 GPR Bridge A1193 LIDAR
23 Bridge A1193
24 GPR Bridge A1297 LIDAR
25 Bridge A1297
26 Bridge A1479
27 Bridge A1479
28 GPR Scan vs. Actual Removals
29 Bridge A1193
30 Bridge A1297
31 Partial Conclusion (for bridges that underwent hydro) Areas of deck where GPR interpretations indicated extensive deterioration generally corresponded to areas with greater concrete material removal depths after hydrodemolition. Areas where GPR interpretations indicated moderate or no evidence of deterioration generally corresponded to areas with lesser material removal depths. Apparent discrepancies between the GPR interpretations and the concrete removal depths can be attributed to the fact that GPR responds to the presence of saline moisture in the deck, whereas hydrodemolition removes weaker concrete.
32 Partial Conclusion (for bridges that underwent hydro) GPR and rehabilitation results are expected to correlate best in those areas where the pore space within physically degraded concrete is infilled with slightly saline moisture. Further analysis of GPR-Hydro results could improve the interpretation of GPR results for future bridge scans as well as better calibrate results. Acquisition of ground-coupled GPR data is relatively slow and normally requires lane closures. Air-launched GPR may be a more appropriate tool for rapidly assessing the relative condition of multiple bridges.
33 Continuation of Study Additional bridges to be hydro d in 2017 to validate test results Use previous GPR and comparison results to help better calibrate equipment Goal is for better interpretation of GPR results for future bridge scans to better prepare for repair estimates Looking for better efficiency with air-launched equipment
34 Process of Preserving Bridge Decks with Fast Track Hydrodemolition and Latex Modified Concrete
35 What is Hydrodemolition? A concrete removal technique that utilizes high pressure water to: * Remove weakened (or sound) concrete through thrust of water jet, * Pressurize and break apart cracks and microcracks within concrete, and * Cause rapid erosion of the cement matrix and fine aggregates from the surrounding coarse aggregates.
36 Hydrodemolition Robot
37
38
39 .And turn it into this.
40 Fast Track Hydrodemolition Selective Concrete Removal Technique Only Removes Deteriorated or Weakened Concrete Provides Highly Roughened and Bondable Surface High Production Rates Cost Effective Alternative for Deck Restoration and Preservation Commonly Used in Conjunction with Latex Modified Concrete
41 Depth of Delamination will Vary
42
43 Jackhammering - Archaic Method of Concrete Removal Damage to Rebars Vibrations in Rebars cause Damage to Embedded Steel Causes new Micro Cracks No Selective Removal Labor Intensive Hard on Labor Force Slow and dusty
44 Removal of sound concrete - unnecessary
45
46 Effects of Jackhammering
47
48 Fast Track Hydrodemolition Mechanically Mill deck surface Set up water control plan Calibrate robot and perform total surface treatment of deck Clean up and pour dense concrete overlay
49 Mechanical Milling Any overlay must be removed down to original deck Mill into original deck surface to specified depth (minimum of ½ ) Mill for depth most cost effective
50
51 Water Control Water Control Plan Adhere to Federal Clean Water Act Adhere to all state and local requirements May need discharge permits For larger jobs recycling of water
52 Calibrate robot and perform total surface treatment
53
54 Cleaning Clean up closely behind robot with vacuum equipment Do not leave loose debris or let slurry dry on the deck Sound deck Perform minor hand-chipping where required (inaccessible areas, debonded patches) Final Cleaning - Powerwash (7500 PSI minimum recommended) Thoroughly wet and cover deck
55
56
57
58
59
60
61
62
63
64 KEYS TO GOOD BOND HIGHLY ROUGH AND BONDABLE (mechanical bond) CLEAN SURFACE FREE OF EXCESS WATER NO MICRO-FRACTURES LMC (added chemical bond)
65
66
67 Latex Modified Concrete Characteristics Developed as Deck Overlay Material in late 1960 s Thin Bonded Overlay Material Very Adhesive Great Bonding Strength Shields Existing Deck from Chlorides Adds 25 + Years of Service Life to Bridge Deck
68
69
70
71
72
73 Controlled Cost with Hydro/LMC All Total Surface Hydro paid per PQ of deck area meaning no costly overruns Excess concrete paid per actual volume of material placed cost of material only GPR tool to estimate amount of deterioration (for excess concrete)
74 SUMMARY GPR is a technology that can be used to help with deck evaluations and repair estimates. Fast Track Hydrodemolition is the preferred method of concrete removal and surface preparation for bridge deck restoration. When combined with Hydrodemolition, Latex Modified Concrete provides in excess of 25 years service life for bridge decks.
75 Questions? Patrick Martens, PE Bridge Preservation Engineer Bridge Preservation and Inspection Services
USE OF GPR TO ESTIMATE DETERIORATION IN CONCRETE BRIDGE DECKS
USE OF GPR TO ESTIMATE DETERIORATION IN CONCRETE BRIDGE DECKS Dr. Lesley Sneed, P.E. Assistant Professor of Civil Engineering Dr. Neil Anderson, Dr. Evgeniy Torgashov Department of Geological Engineering
More informationOverlays. HCC Deck Overlays. Key Decisions for Concrete Deck Overlays
Key Decisions for Concrete Deck Overlays Virginia Concrete Conference March 7, 2007 Michael Sprinkel, P.E. Associate Director Virginia Transportation Research Council Overlays Overlays are usually placed
More informationBRIDGE DECK CONCRETE OVERLAYS
BRIDGE DECK CONCRETE OVERLAYS Challenges and Inspection Doug Beer, PE March 6, 2018 Overview 1 2 Types of Overlays Selecting Overlay Type 3 Repair Prior to Overlay 4 5 6 7 Surface Preparation Material
More informationBridge Deck and Pavement Evaluation
Using Ground Penetrating Radar, Infrared Thermography and High Resolution Imaging Technology Anthony Alongi, President Penetradar Corporation April 11, 2017 2017 NACE National Association of County Engineers
More informationInspection & Maintenance of Concrete Facilities By Cheyenne Wohlford CCS GROUP, LLC
Inspection & Maintenance of Concrete Facilities By Cheyenne Wohlford 1 Introduction Most Grain Elevators were built between 1950 and 1960 with a life expectancy of 30 years. Operational changes since 1960
More informationFeasibility of Using Ground Penetrating Radar (GPR) for Pavements, Utilities, and Bridges
SD2005-05-X Connecting South Dakota and the Nation South Dakota Department of Transportation Office of Research Feasibility of Using Ground Penetrating Radar (GPR) for Pavements, Utilities, and Bridges
More informationInspection & Maintenance of Concrete Facilities
Inspection & Maintenance of Concrete Facilities Introduction Most Grain Elevators were built between 1950 and 1960 with a life expectancy of 30 years. Deterioration occurs with: Normal wear & tear Exposure
More informationHydro-Demolition in North Carolina
SEBPP Annual Meeting 2016 Hydro-Demolition in North Carolina Tim Sherrill, PE, NCDOT Structures Management Hydro-Demolition in North Carolina During hydro-demolition, bridge concrete deck surface is pulverized
More informationNon-destructive and destructive bridge deck condition assessment
Scholars' Mine Doctoral Dissertations Student Theses and Dissertations Fall 2015 Non-destructive and destructive bridge deck condition assessment Aleksandra V. Varnavina Follow this and additional works
More informationImaging reinforced concrete: A comparative study of Ground Penetration Radar and Rebarscope
Scholars' Mine Masters Theses Student Theses and Dissertations Spring 2016 Imaging reinforced concrete: A comparative study of Ground Penetration Radar and Rebarscope Abhishek Kodi Follow this and additional
More informationSPECIAL SPECIFICATION 4703 Repair Of Impact Damaged Prestressed Concrete Bridge Beams
1993 Specifications CSJ 0162-01-080, etc. SPECIAL SPECIFICATION 4703 Repair Of Impact Damaged Prestressed Concrete Bridge Beams 1. Description. This Item shall govern for the repair of impact damaged prestressed
More informationAlternative Condition Assessment for Concrete Bridge Decks A Case Study
Alternative Condition Assessment for Concrete Bridge Decks A Case Study Bozena Czarnecki, Ph.D., P.Eng. Principal Specialist, Engineering Practice EBA Engineering Consultants Ltd. Ward Johnston, P.Geol.
More informationSTRUCTURAL EVALUATION & TREATMENT SELECTION FOR LOCAL ROADS. Nick Jones Local Technical Assistance Program Utah State University
STRUCTURAL EVALUATION & TREATMENT SELECTION FOR LOCAL ROADS Nick Jones Local Technical Assistance Program Utah State University SO YOU THINK YOU HAVE A DIFFICULT INTERSECTION? The condition of your
More informationA Phased Approach to Bridge Deck Asset Management and Condition Rating. Shane D. Boone, Ph.D. Vice President - NDE
A Phased Approach to Bridge Deck Asset Management and Condition Rating Shane D. Boone, Ph.D. Vice President - NDE Objectives of Presentation 1. Existing State Procedures for use of NDE A. Survey results
More informationSPECIAL SPECIFICATION 4429 Multiple-Layer Polymer Concrete Overlay
2004 Specifications SPECIAL SPECIFICATION 4429 Multiple-Layer Polymer Concrete Overlay 1. Description. Furnish and place a multi-layer polymer overlay consisting of a crack seal, polymer resin and aggregates.
More informationUse of Hydrodemolition.To Remove Deteriorated Concrete from Bridge Decks
TRANSPORTATION RESEARCH RECORD 1490 83 Use of Hydrodemolition.To Remove Deteriorated Concrete from Bridge Decks ERIC C. LOHREY Hydrodemolition is a relatively new method of removing select portions of
More informationLMC Overlays For Bridge Deck Preservation 2011 Southeast Bridge Preservation Partnership Meeting, Raleigh NC April 13-15, 2011
LMC Overlays For Bridge Deck Preservation 2011 Southeast Bridge Preservation Partnership Meeting, Raleigh NC April 13-15, 2011 Michael M. Sprinkel, P.E. Associate Director Virginia Center for Transportation
More informationBridge Deck Issues. Paul D. Krauss, P. E. Wiss, Janney, Elstner, Associates
Bridge Deck Issues Paul D. Krauss, P. E. Wiss, Janney, Elstner, Associates 847-753-6517 pkrauss@wje.com Bridge Deck Issues Cracking Corrosion Solutions Material Selection Corrosion Resistant Reinforcing
More informationSPECIAL SPECIFICATION 4897 Repair Structural Concrete
1993 Specifications CSJ 0331-04-045 SPECIAL SPECIFICATION 4897 Repair Structural Concrete 1. Description. This Item shall govern for the repair of delaminated, spalled and chipped areas of concrete foundations,
More informationUtilizing NDT for Cost Effective Maintenance and Mitigation Purposes
Utilizing NDT for Cost Effective Maintenance and Mitigation Purposes W. L. Ying and A. Sadri Hatch Ltd., 2800 Speakman Drive, Mississauga, Ontario, Canada. E-mail: winnie.ying@hatch.com More info about
More informationConcrete Parking Garage Degradation
Concrete Parking Garage Degradation Concrete Parking Garage Degradation With proper care and maintenance, the life of a concrete parking garage can span several decades. The integrity and strength of structural
More informationSIMULATED GPR INVESTIGATION OF DETERIORATION IN REINFORCED CONCRETE BRIDGE DECKS
SIMULATED GPR INVESTIGATION OF DETERIORATION IN REINFORCED CONCRETE BRIDGE DECKS Kimberly Belli, Ralf Birken, Reid Vilbig, and Sara Wadia Fascetti Northeastern University, Boston, MA This work was performed
More informationI-64 DUNLAP CREEK BRIDGE REHABILITATION JOINTLESS BRIDGES, DECK OVERLAYS, AND CONCRETE MATERIALS
I-64 DUNLAP CREEK BRIDGE REHABILITATION JOINTLESS BRIDGES, DECK OVERLAYS, AND CONCRETE MATERIALS June 8, 2016 Celik Ozyildirim, PhD, PE, Principal Research Scientist, VTRC, Charlottesville, VA Rex Pearce,
More informationRepairs to the Primary Tanks at a Wastewater Treatment Plant
Repairs to the Primary Tanks at a Wastewater Treatment Plant Edited by Kelly M. Page As part of the City of Grand Rapids, Michigan, Capital Improvement Plan, the city required an assessment of the condition
More informationPreventive Maintenance Project & Treatment Selection
Preventive Maintenance Project & Treatment Selection 19 th Annual TERRA Pavement Conference February 12, 2015, St. Paul, MN Mark Watson, MnDOT Maintenance Outline Introduction Network Level Project Level
More informationConcrete Spillway and Dam Inspection Using Nondestructive Techniques
Concrete Spillway and Dam Inspection Using Nondestructive Techniques Presented at HydroVision 2006 By Dennis A. Sack and Larry D. Olson, Associate and Principal Engineers, Olson Engineering, Inc., 12401
More informationSPECIAL SPECIFICATION 4491 Type CAC Concrete
2004 Specifications SPECIAL SPECIFICATION 4491 Type CAC Concrete 1. Description. Remove unsound concrete and replace with Type CAC, calcium aluminate concrete for ultra high early strength concrete repairs.
More informationConstruction of bridge slab ends repair system
Construction of bridge slab ends repair system Shungo Matsui 1*, Atsuo Ogawa 2, Tatsuo Ogata 3, Toshiyuki Kanda 4,Atsuro Kano 4, Masakatsu Kunikawa 4, Saiji Fukada 5 and Yoshiyuki Momiyama 1 1 West Nippon
More informationHealth Assessment of a Pedestrian Bridge Deck using Ground Penetrating Radar
Special Issue: Electronic Journal of Structural Engineering 18(1) 2018 Health Assessment of a Pedestrian Bridge Deck using Ground Penetrating Radar S. Miramini 1, M. Sofi 1*, A. Aseem 1, A. Baluwala 1,
More informationMURALT WALLS: VIANE AND SCHELPHOEK, NETHERLANDS
MURALT WALLS: VIANE AND SCHELPHOEK, NETHERLANDS GPR Investigation of Voiding below the Muralt Walls for KOAC NPC Project Number 3067 Author E R Birt BSc Reviewer W Throssel BSc C:\Documents and Settings\emily.birt\My
More information2/16/17. Copyright Material. A Repair Technician s Guide to the ACI Chapter 10 Quality Assurance. The Big Picture. Who is a Repair Technician?
Copyright Material This presentation is protected by US and International copyright laws. Reproduction, distribution, display and use of the presentation without permission of the speaker is prohibited.
More informationFargo, ND HEI No. 8675_001 October 31, 2017 PELICAN RIVER DAM CONCRETE SPILLWAY ASSESSMENT REPORT. Pelican Rapids, Minnesota
Fargo, ND HEI No. 8675_001 October 31, 2017 PELICAN RIVER DAM CONCRETE SPILLWAY ASSESSMENT REPORT Pelican Rapids, Minnesota PELICAN RIVER DAM CONCRETE SPILLWAY ASSESSMENT REPORT Pelican Rapids, Minnesota
More informationITEM 431 PNEUMATICALLY PLACED CONCRETE. All material shall conform to the pertinent requirements of the following items:
ITEM 431 PNEUMATICALLY PLACED CONCRETE 431.1. Description. This Item shall govern for furnishing and placing of "Pneumatically Placed Concrete" for encasement of designated structural steel members, the
More informationPennsylvania s Experience with Thin Asphalt Overlays
Pennsylvania s Experience with Thin Asphalt Overlays Northeast Asphalt User Producer Group Annual Meeting Newark, DE October 20, 2016 Mansour Solaimanian, PhD, PE Penn State University 1 Outline 1 THMAO
More informationHAWAII DEPARTMENT OF TRANSPORATION HIGHWAYS DIVISION PAVEMENT PREVENTIVE MAINTENANCE GUIDELINES JUNE 2003
HAWAII DEPARTMENT OF TRANSPORATION HIGHWAYS DIVISION PAVEMENT PREVENTIVE MAINTENANCE GUIDELINES JUNE 2003 Reviewed and accepted by FHWA on September 29, 2003 Note: Guidelines was revised on to correct
More informationASSESSMENT, REPAIR AND MONITORING OF THE GENTILLY-1 CONCRETE CONTAINMENT STRUCTURE
ASSESSMENT, REPAIR AND MONITORING OF THE GENTILLY-1 CONCRETE CONTAINMENT STRUCTURE A.A. Khan, M. Gray, B. Shenton, D. Panesar and M. Elgohary Atomic Energy of Canada Limited, Mississauga, Ontario, Canada
More informationInspection, Design, and Execution of Remedial Works for Silos, Storage Tanks and Bunkers
Inspection, Design, and Execution of Remedial Works for Silos, Storage Tanks and Bunkers Significant Experience PENTA has significant experience in the inspection and rehabilitation of material storage
More informationTHIN BONDED OVERLAY AND SURFACE LAMINATES
August 2001 FINAL REPORT THIN BONDED OVERLAY AND SURFACE LAMINATES Federal Highway Administration Demonstration Projects Program ISTEA Section 6005 Bridge Deck Overlays Constructed by The Ohio Department
More informationA Review Paper on Shotcrete Technology
A Review Paper on Shotcrete Technology Aditya Tripathi Student Researcher Delhi Technological University, Delhi Email: adityatripathi3107@gmail.com Kushagra Gahlaut Student Researcher Delhi Technological
More informationSPECIAL SPECIFICATION 4398 Multiple-Layer Polymer Concrete Overlay
2004 Specifications CSJ 0055-01-025, etc & 0007-06-077 SPECIAL SPECIFICATION 4398 Multiple-Layer Polymer Concrete Overlay 1. Description. Prepare deck surfaces, furnish materials, and apply crack sealant
More informationCorrosion Evaluation of Prestressed Piles in Refit Wharf #3
Corrosion Evaluation of Prestressed Piles in Refit Wharf #3 Naval Submarine Base Kings Bay, GA, USA December 8, 2010 Siva Venugopalan President, Principal Engineer Siva Corrosion Services (SCS) (610) 692-6551
More informationBridge 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
More informationBridge Deck Preservation Program
Bridge Deck Preservation Program Washington State s Concrete Bridge Deck Program Our Mission: Preserve WSDOT s reinforced concrete bridge decks, with cost effective repairs and protective overlays. 1910
More informationRepair Application Procedures
Repair Application Procedures I CRI s mission is:... to be a leading resource for education and information to improve the quality of repair, restoration, and protection of concrete and other structures.
More informationWarranty Program in Michigan to Present
Warranty Program in Michigan 1996 to Present AASHTO Committee on Construction, August 2018 Why Warranties? Public Act 79 of 1997 (effective July 28, 1997) states: Of the amounts appropriated for state
More informationRapid 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
More informationVDOT S PREVENTIVE MAINTENANCE TECHNIQUES & EXPECTATIONS
VDOT S PREVENTIVE MAINTENANCE TECHNIQUES & EXPECTATIONS Todd Rorrer Regional Field Engineer CO Asphalt Programs 2017 Asphalt Regional Seminars 1 VDOT S PREVENTIVE MAINTENANCE TECHNIQUES & EXPECTATIONS
More informationSMITHFIELD-LIBERTY HELIX RAMP REHABILITATION
SMITHFIELD-LIBERTY HELIX RAMP REHABILITATION LONGEVITY ENTRY SMITHFIELD-LIBERTY HELIX RAMP REHABILITATION LONGEVITY FEATURES The rehabilitation of the Smithfield-Liberty Parking Garage was undertaken in
More informationIBTTA Facilities Management and Maintenance Workshop Nashville, Tennessee
IBTTA Facilities Management and Maintenance Workshop Nashville, Tennessee High-Speed Nondestructive Testing Methods for Mapping Voids, Debonding, Delaminations, Moisture, and Other Defects Behind or Within
More informationCBP. Guidelines for Selection of Bridge Deck Overlays, Sealers, and Treatments. Survey of Transportation CONCRETE BRIDGE PRESERVATION.
Survey of Transportation CONCRETE BRIDGE PRESERVATION CBP Guidelines for Selection of Bridge Deck Overlays, Sealers, and Treatments by Paul D. Krauss, John S. Lawler, and Kimberly A. Steiner, Wiss, Janney,
More informationUse of Ground Penetrating Radar for Building Inspection. Seminar on Building Diagnostic and Inspection - Testing & Certification
Use of Ground Penetrating Radar for Building Inspection Seminar on Building Diagnostic and Inspection - Testing & Certification Ir Dr Wallace W.L. LAI Research Fellow, Department of Civil and Structural
More informationTECHNICAL SPECIAL PROVISION FOR CONCRETE REPAIRS. Financial Project ID , &
TECHNICAL SPECIAL PROVISION FOR CONCRETE REPAIRS Financial Project ID 429140-1-52-01, 429140-2-52-01 & 428267-1-52-01 The official record of this Technical Special Provision is the electronic file signed
More informationThinlay Asphalt for Pavement Preservation
Thinlay Asphalt for Pavement Preservation Jim Huddleston, P.E. Executive Director APAO The Need Pavement Management Professionals are tasked with implementing strategies and treatments that will provide
More informationTHINLAY ASPHALT FOR PAVEMENT PRESERVATION
THINLAY ASPHALT FOR PAVEMENT PRESERVATION WAPA & WSDOT 2015 JOINT TRAINING LINDSI HAMMOND, P.E. Overview The Need for Pavement Preservation Purpose & Benefits of Pavement Preservation Thinlay Asphalt Treatments
More informationRapid Overlays for Deck Preservation 2011 Bridge Preservation Partnership Meeting, St. Louis, Missouri November 1-2, 2011
Rapid Overlays for Deck Preservation 2011 Bridge Preservation Partnership Meeting, St. Louis, Missouri November 1-2, 2011 Michael M. Sprinkel, P.E. Associate Director Virginia Center for Transportation
More informationLow Temperature Cure Study of Latex Modified Concrete
Low Temperature Cure Study of Latex Modified Concrete Wagman Heavy Civil, Inc. and Trinseo LLC. Brandon Zerilla, Wagman Heavy Civil, Inc. & Chuck Fifelski, Trinseo LLC April 13, 2018 Agenda Project Details
More informationGPR Application Case Studies
GPR(dB) GPR Application Case Studies Case Study-1: Understanding the Relationship between GPR & Rebar Corrosion [Excerpts from the paper published in R. N. Raikar Memorial International Conference and
More informationIndustry Perspective on Bridge Expansion Joints
Industry Perspective on Bridge Expansion Joints Proper preparation / installation practices of bridge expansion joints Watson Bowman Acme John Manning Proper sizing of bridge expansion joints EMSEAL -
More informationBridge Deck Preservation Treatment Options
Western Bridge Preservation Partnership May 17-18, 2016 Salt Lake City, Utah Bridge Deck Preservation Treatment Options Gregg Freeman - Kwikbond Polymers Rob Johnson - Transpo Industries Clay Christiansen
More informationPOLYMER OVERLAYS IN KANSAS
POLYMER OVERLAYS IN KANSAS CALVIN REED BRIDGE MANAGEMENT ENGINEER, KANSAS DOT FOR MIDWEST BRIDGE PRESERVATION PARTNERSHIP NOVEMBER 12, 2013 HIGHLIGHTS History Lessons learned Current practices Where do
More informationAnnual Costs Any costs associated with the annual maintenance and repair of the facility.
Annual Costs Any costs associated with the annual maintenance and repair of the facility. Cape Seal A surface treatment that involves the application of a slurry seal to a newly constructed surface treatment
More informationThe Critical Few of Sustainable Expansion Joints. Watson Bowman Acme April 2014
The Critical Few of Sustainable Expansion Joints Watson Bowman Acme April 2014 Expansion Joints are a Critical Link to the Sustainability of a Bridge Structure Improved installation methods simpler, quicker,
More informationEvaluation of Migrating Corrosion Inhibitors Used in the Restoration and Repair of Reinforced Concrete Structures
C2012-0001420 Evaluation of Migrating Corrosion Inhibitors Used in the Restoration and Repair of Reinforced Concrete Structures Matt Drew Cortec Corporation 4119 White Bear Parkway Saint Paul, MN 55110
More informationParticipant Survey Results. Tyler Weldon P.E., CDOT DHM Maintenance Engineer Chris Enright, CDOT DHM
Participant Survey Results Tyler Weldon P.E., CDOT DHM Maintenance Engineer Chris Enright, CDOT DHM Which organization or agency are you with? State DOT 15 Engineering consultant 5 Colorado School of Mines
More informationObjectives: NETWORK PAVEMENT EVALUATION USING FWD AND GPR
NETWORK PAVEMENT EVALUATION USING FWD AND GPR Dwayne Harris, M.Sc. Samy Noureldin, Ph.D., PE Research Division INDOT Objectives:. Prepare for Full Implementation of AASHTO 22 (Mechanistic Information)
More informationAdvanced Methods to Identify Asphalt Pavement Delamination--R06D
Advanced Methods to Identify Asphalt Pavement Delamination--R06D Michael Heitzman, PE, PhD Asst. Director, NCAT R06D Subject Matter Expert NESMEA, Hartford, CT October 18, 2017 What is SHRP2? The Second
More informationOhio Department of Transportation Central Office 1980 West Broad Street Columbus, OH John R. Kasich, Governor Jerry Wray, Director
Ohio Department of Transportation Central Office 1980 West Broad Street Columbus, OH 43223 John R. Kasich, Governor Jerry Wray, Director 11/21/2014 Project 140560 Addendum No. 2 PID No. 82972 HAM IR 275
More informationTECHNICAL DATA SHEET SIKA RAPID REPAIR MORTAR 25KG
TECHNICAL DATA SHEET SIKA RAPID REPAIR MORTAR 25KG Sika Rapid Repair Mortar is a ready to use [just add water], quick setting mortar, based on special cements. It contains selected aggregates and admixtures
More informationProduct Data Sheet Product Description Uses Characteristics / Advantages Tests Approval / Standards Product Data Construction Form
Product Data Sheet Edition 19/10/2010 Identification no: 01 03 02 02 001 0 000001 Sika MonoTop -610 Sika MonoTop -610 Cementitious Based Steel Reinforcement Primer and Bonding Bridge Construction Product
More information5. CONCLUSIONS, RECOMMENDATIONS, COST ESTIMATES
5. CONCLUSIONS, RECOMMENDATIONS, COST ESTIMATES 5.1 CONCLUSIONS In general, Pier 40 is in overall Poor condition. The allowable uniform live load rating for the pier has been significantly reduced from
More informationAuthor: M Shaw, Sika Limited. Construction. A Guide to the Concrete Repair European Standards BS EN 1504 Series
Author: M Shaw, Sika Limited A Guide to the Concrete Repair European Standards BS EN 1504 Series 1 Contents Section Heading Page Introduction 3 1.0 Overview of BS EN 1504 Documents 4 2.0 BS EN 1504 Principles
More informationRusty Boicourt, P.G. NDE & Materials Specialist Materials Testing & Inspection
Corrosion Damaged Concrete Causes & Repair Presented by Rusty Boicourt, P.G. NDE & Materials Specialist Materials Testing & Inspection Examples of Corrosion Damage Examples of Corrosion Damage Examples
More information404-LVT (Low Volume Traffic) A new 404 specification for your lightly traveled roads
404-LVT (Low Volume Traffic) A new 404 specification for your lightly traveled roads 404-LVT Asphalt Concrete The 404-LVT specification has been designed to provide a mix rich in asphalt binder, fine textured,
More informationTesting of Randolph Street Bridge
Testing of Randolph Street Bridge Background: In 1986, the deck of the bridge that carries Randolph Street over I-35E in St. Paul, Minnesota, was rehabilitated. The rehabilitation process included the
More informationDIVISION 3 CONCRETE Section Concrete Rehabilitation
Spec Component: SC-119-0907 SikaRepair 222 DIVISION 3 CONCRETE Section 03730 - Concrete Rehabilitation Part 1 General 1.01 Summary A. This specification describes the patching or overlay of interior and/or
More informationStreets Evaluation Manual
Streets Evaluation Manual 1 Contents Introduction 2 Asphalt Pavement Distress 3 Evaluation 4 Surface Defects 4 Surface Deformation 6 Cracks 7 Patches and Potholes 11 Rating Pavement Surface Condition 12
More informationConcrete Pavement Preservation Partial Depth Repairs
Concrete Pavement Preservation Partial Depth Repairs National Concrete Pavement Technology Center North Dakota Ready Mix and Concrete Products Association Dan Frentress P.E. IGGA 1 Partial-Depth Repair
More informationR4 Fast Setting Cementitious Repair Mortar
Product Data Sheet Edition 13/03/2009 Identification no: 01 03 02 02 001 0 000022 R4 Fast Setting Cementitious Repair Mortar Construction Product Description Sika Rapid Repair Mortar is a one component
More informationThin Hot Mix Asphalt Overlays
Plant Certification Program 2017 Thin Hot Mix Asphalt Overlays 1 Outline 1 THMAO As A Pavement Preservation Strategy 2 Mix Design and Evaluation 3 4 5 Construction Quality Control Performance Evaluation
More informationFIVE STAR PRODUCTS, INC. (800)
FIVE STAR PRODUCTS, INC. www.fivestarproducts.com (800) 243-2206 1 of 12 DESIGN-A-SPEC GUIDELINES FIVE STAR STRUCTURAL CONCRETE V/O CONTENTS PART A - GENERAL CONDITIONS PART B - MATERIAL SPECIFICATIONS
More informationOverview. Preventive Maintenance Concepts. What are thin and ultra thin mixes. Experience in Michigan with ultra thin
Overview Preventive Maintenance Concepts What are thin and ultra thin mixes Experience in Michigan with ultra thin Case Study- Washington County Thin mix overlays Preventive Maintenance The planned strategy
More informationSECTION CONCRETE REPAIR AND PATCHING
SECTION 03937 CONCRETE REPAIR AND PATCHING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions, General Specifications, and Division
More informationTHIN ASPHALT OVERLAYS FOR PAVEMENT PRESERVATION
THIN ASPHALT OVERLAYS FOR PAVEMENT PRESERVATION Why Thin Asphalt Overlays? Shift from new construction to renewal and preservation Functional improvements for safety and smoothness are needed more than
More informationSTATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 848 BRIDGE DECK REPAIR AND OVERLAY WITH CONCRETE USING HYDRO-DEMOLITION
STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 848 BRIDGE DECK REPAIR AND OVERLAY WITH CONCRETE USING HYDRO-DEMOLITION January 20, 2017 848.01 Description 848.02 Bridge Decks with
More informationA. Drawings and general provisions of the contract, including General and Supplementary Conditions, apply to this section.
Product Specification for: Rapid Set DOT Repair Mix SECTION 03 01 30 MAINTENANCE OF CAST-IN-PLACE CONCRETE SECTION 03 01 40 MAINTENANCE OF PRECAST CONCRETE SECTION 03 01 50 MAINTENANCE OF CAST DECKS AND
More informationCorrosion Protection Performance of Epoxy-Coated Reinforcing Bars
2008-47 Corrosion Protection Performance of Epoxy-Coated Reinforcing Bars Take the steps... Research...Knowledge...Innovative Solutions! Transportation Research 1. Report No. 2. 3. Recipients Accession
More informationIdentifying Strip Drains Behind Concrete Medians:
CMD Civil Pty Ltd PO Box 1119 Huntingdale VIC 3166 +61 3 9544 8833 info@cmdcivil.com www.cmdcivil.com Case Study: Identifying Strip Drains Behind Concrete Medians: This application note demonstrates an
More informationCorrosion Mitigation Systems for Concrete Structures
Corrosion Mitigation Systems for Concrete Structures By J. Christopher Ball and David W. Whitmore According to a recently completed study by the U.S. Federal Highway Administration, the annual direct cost
More informationChanging Needs In Sulfur Capacity For In- Ground Reinforced Concrete Sulfur Pits
Changing Needs In Sulfur Capacity For In- Ground Reinforced Concrete Sulfur Pits April 13-16, 16 2010 League City, Texas, USA Thomas R. Kline tkline@structural.net 281.479.0391 Concrete Problems Defects
More informationODOT District Bridge General Notes B405: OBJECT MARKERS AND STRUCTURE/CULVERT IDENTIFICATION SIGNS
B401: DELETED B402: DELETED B403: DELETED B404: STRUCTURE/CULVERT IDENTIFICATION SIGNS B405: OBJECT MARKERS AND STRUCTURE/CULVERT IDENTIFICATION SIGNS B406: ITEM 514 - FIELD PAINTING, MISC.; REPAIR PAINTING
More information9 Concrete Pavement Patching
9 Concrete Pavement Patching Materials Concrete Mix Design Concrete Mix Criteria Trial Batch Demonstration of CMD Acceptance Removal of Concrete Partial Depth Patches Full Depth Patched Placement of Patching
More informationComprehensive condition assessment program on the fire damaged structure a project case in Singapore
Comprehensive condition assessment program on the fire damaged structure a project case in Singapore Gunawan Budi Wijaya 1,* 1 Petra Christian University, Department of Civil Engineering, Indonesia Abstract.
More informationDO EPOXY-COATED BARS PROVIDE COST-EFFECTIVE CORROSION PROTECTION? FHWA Highways for Life David McDonald, Ph.D., P.E.
DO EPOXY-COATED BARS PROVIDE COST-EFFECTIVE CORROSION PROTECTION? FHWA Highways for Life David McDonald, Ph.D., P.E., April 9, 2010 INTRODUCTION Epoxy Bar Use Introduced in 1973 2nd most common strategy
More informationFIVE STAR PRODUCTS, INC. (800)
FIVE STAR PRODUCTS, INC. www.fivestarproducts.com (800) 243-2206 Page 1 of 15 DESIGN-A-SPEC GUIDELINES FIVE STAR STRUCTURAL CONCRETE CONTENTS PART A - GENERAL CONDITIONS PART B - MATERIAL SPECIFICATIONS
More informationVersatile Onboard Traffic Embedded Roaming Sensors. Framework for continuous network wide health monitoring of roadways and bridge decks
Versatile Onboard Traffic Embedded Roaming Sensors Framework for continuous network wide health monitoring of roadways and bridge decks Professor Ming Wang (VOTERS Director) Northeastern University Mid
More informationAsphalt Pavement Forensics: Understanding the Problem to Better Determine the Solution
Asphalt Pavement Forensics: Understanding the Problem to Better Determine the Solution 63 rd Annual Asphalt Paving Conference FireKeepers Casino Hotel Battle Creek, Michigan March 6-7, 2019 1 Copyright
More informationCOUNTY HIGHWAY ASSET MANAGEMENT FOR ELECTED OFFICIALS
COUNTY HIGHWAY ASSET MANAGEMENT FOR ELECTED OFFICIALS Richard Domonkos, Indiana LTAP Pat Conner, Indiana LTAP November 29 th 2017 Indiana s Internal Improvements Act of 1836 The law addressed issues of
More informationNondestructive Evaluation of Thick Concrete Structures
Nondestructive Evaluation of Thick Concrete Structures Dwight A. CLAYTON Electronics and Electronic Systems Research Division, Oak Ridge National Laboratory, Oak Ridge, Tennessee, USA, Phone: +1 865 576
More informationDIVISION 3 - CONCRETE Section Concrete Toppings Section Concrete Resurfacing Section Concrete Rehabilitation
Spec Component: SC-025-03/10 SikaTop 122 Plus DIVISION 3 - CONCRETE Section 03550 - Concrete Toppings Section 03720 - Concrete Resurfacing Section 03730 - Concrete Rehabilitation Part 1 General 1.01 Summary
More informationAsphalt Pavement Maintenance and Rehabilitation Strategies
Asphalt Pavement Maintenance and Rehabilitation Strategies 2016 CAPTG Workshop: How to Assess and Extend the Service Life of Airfield Pavements Presented by: Genevieve Long, P.E. Monday, September 19,
More information