One Coat Systems for New Steel Bridge Structures - PowerPoint PPT Presentation

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One Coat Systems for New Steel Bridge Structures

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2005 FHWA Connecticut DOT Study The 3 coating systems were tested for: Accelerated testing Rust Creepage Gloss Retention Color Retention Adhesive Strength Abrasion ... – PowerPoint PPT presentation

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Title: One Coat Systems for New Steel Bridge Structures


1
One Coat Systems for New Steel Bridge Structures
2
Learning Outcomes
  • At the end of this webinar you will be able to
  • Define a one-coat system for bridge structures
  • Report the results of a two year study conducted
    by the Federal Highway Administration
  • Report the results of a Federal Highway
    Administration funded study conducted by
    Connecticut DOT
  • State the advantageous and disadvantageous of
    using a one-coat system on a bridge structure

3
Introduction
  • Federal Highway Administration (FHWA) funded two
    studies that evaluate the use of a one-coat
    system to protect bridges from corrosion

4
Why a One-Coat System?
  • The typical coating system consists of 3 coats
  • Zinc-Rich Primer
  • Epoxy Intermediate Coat
  • Polyurethane Topcoat
  • Going to a one-coat system will lower
  • Overall Cost
  • Amount of time and space needed for application

5
One-Coat System
  • Development of a one-coat system would involve
    formulation of a coating system that will provide
    a lifetime of corrosion protection and be applied
    in one, quick-dry coat at the time of initial
    fabrication of the bridge in the fabrication shop

6
One-Coat Coatings
  • The current standard for evaluating coatings
    applied to structural steel is AASHTO R31,
    Project Work Plan for the Laboratory Evaluation
    of Structural Steel Coatings
  • Performance of a one-coat coating system should
    equal or exceed the performance of the current
    gold standard system IOZ/EP/URE

7
FHWA Study
  • Test panels prepared to SSPC SP 10 level of
    cleanliness with an anchor profile between 2-3
    mils
  • 2 control systems
  • 3 coat system
  • 2 coat system
  • 8 one-coat test systems

8
Coating Systems
  • Control Systems
  • 3-coat control (Organic Zinc Epoxy
    Polyurethane)
  • 2-coat control (Zinc-Rich Moisture Cured Urethane
    Polyaspartic)
  • One-Coat Systems
  • Polyaspartic (ASP)
  • Epoxy Mastic (EM)
  • Calcium Sulfonate Alkyd (CSA)
  • Glass Flake Polyester (GFP)
  • High Build Acrylic (HBAC)
  • Waterborne Epoxy (WBEP)
  • Polysiloxane (SLX)
  • Urethane Mastic (UM)

9
FHWA Study
  • Performance of coating systems were evaluated by
  • Volatile content
  • Binder content
  • Pigment content
  • Pencil scratch hardness
  • DFT
  • Accelerated Laboratory Testing
  • Surface Defects
  • Adhesion Strength

10
Coating Systems
System ID Volatiles Pigment Binder Initial Scratch Hardness Final Scratch Hardness
3- Coat NA NA NA HB HB
2- Coat NA NA NA HB HB
Polyaspartic 22.7 38.1 39.2 6B 4B
Epoxy Mastic 11.1 39.2 49.7 HB HB
Calcium Sulfonate Alkyd 23.1 26.6 50.3 Softer than 6B Softer than 6B
Glass Flake Polyester 35.0 18.7 46.3 2H 2H
High Build Acrylic 33.2 27.1 39.7 6B 6B
Waterborne Epoxy 43.5 31.0 25.5 HB HB
Polysiloxane 7.7 30.2 62.1 HB 2H
Urethane Mastic 23.6 29.4 47.0 2B HB
11
Pencil Scratch Hardness
  • Tested per ASTM D3363-05, Standard Test Method
    for Film Hardness by Pencil Test

12
Pencil Scratch Hardness
13
Pencil Scratch Hardness
14
DFT
  • Measured per SSPC PA 2, Measurement of Dry Film
    Thickness with Magnetic Gage
  • Appendix 6 - Method for Measuring Dry Film
    Thickness of Thin Coatings on Coated Steel Test
    Panels that Had Been Abrasive Blast Cleaned

15
DFT
Coating System 5-10 mils 10-15 mils Greater than 20 mils
Epoxy Mastic X
Polysiloxane X
Urethane Mastic X
Calcium Sulfonate Alkyd X
High Build Acrylic X
Waterborne Epoxy X
3- coat control X
2- coat control X
Polyaspartic X
Glass Flake Polyester X
16
Accelerated Laboratory Testing
  • Total hours per cycle 360 hours
  • Freeze Cycle for 24 hours at -23 oC (-10 oF)
  • UV/Condensation Cycle for 168 hours
  • 4-hour UV at 60 oC (140 oF)
  • 4-hour condensation at 40 oC (104 oF)
  • Alternating Salt-Fog Cycle for 168 hours
  • 1-hour wet with 0.35 (NH4)2SO4 plus 0.05 NaCl
    solution at ambient temperature
  • 1-hour dry at 35 oC (95 oF)
  • Total test cycles 19
  • Total hours 19 X 360 6840 hours
  • Performance evaluation after each test cycle

17
Outdoor Exposure at Turner Fairbank Research
Center
  • Periodic performance evaluation every six months

18
Outdoor Exposure at Sea Isle, NJ
  • Periodic performance evaluation every six months

19
Outdoor Exposure Test Sites
  • Due to insufficient data, test results obtained
    from the outdoor exposure test sites will not be
    included in this presentation and will be
    reported at a future time

20
Outdoor Exposure Test Sites
  • Data being gathered on panels at these sites
    are
  • Gloss per ASTM D523, Standard Test Method for
    Specular Gloss
  • Color per ASTM D2244, Standard Practice for
    Calculation of Color Tolerances and Color
    Differences from Instrumentally Measured Color
    Coordinates
  • Coating Impedance per Electrochemical Impedance
    Spectroscopy (EIS)

21
Electrochemical Impedance Spectroscopy (EIS)
  • EIS studies the system response to the
    application of a periodic small amplitude ac
    signal. These measurements are carried out at
    different ac frequencies and, thus, the name
    impedance spectroscopy was adopted
  • Analysis of the system response contains
    information about the interface, its structure
    and reactions taking place

22
Electrochemical Impedance Spectroscopy (EIS)
  • EIS is used to forecast the remaining life of a
    coating system

23
Rust Creepage
  • Measured per ASTM D7087-05a, Standard Test
    Method for an Imaging Technique to Measure Rust
    Creepage at Scribe on Coated Test Panels
    Subjected to Corrosive Environment

24
Rust Creepage Growth
25
Rust Creepage Growth
  • Poor Performance
  • ASP, SLX, UM and WBEP
  • Intermediate Performance
  • HBAC and EM
  • Good Performance
  • GFP and CSA

26
Surface Coating Defects
  • Holidays were measured per ASTM D5162-01,
    Standard Practice for Discontinuity (Holiday)
    Testing of Nonconductive Protective Coating on
    Metallic Substrates

27
Surface Coating Defects
Coating System of Coating Defects (Holidays, Rust and Blisters)
Urethane Mastic Uncountable
Polyaspartic Uncountable
Polysiloxane 32 at 4320 hours
High Build Acrylic 7
Waterborne Epoxy 5
Calcium Sulfonate Alkyd 2
2- Coat Uncountable Holidays at 5760 hours
Epoxy Mastic Uncountable Holidays at 6120 hours
Glass Flake Polyester 0
3- Coat 1
28
Adhesion
  • Adhesion was measured per ASTM D4541-01,
    Standard Test Method for Pull-Off Strength for
    Coatings Using portable Adhesion Testers
  • Initial adhesion tests were conducted using a
    pneumatic adhesion tester, which was replaced
    with a new hydraulic adhesion tester in the
    middle of the study

29
Adhesion Strength
30
Adhesion Strength
Coating System Initial Adhesion Strength Final Adhesion Strength
3- Coat Greater than 1500psi Lost Adhesion
Waterborne Epoxy Greater than 1500psi Lost Adhesion
Epoxy Mastic Greater than 1500psi Lost Adhesion
Polysiloxane Greater than 1500psi Lost Adhesion
Urethane Mastic Greater than 1500psi Lost Adhesion
Glass Flake Poylester Near 1000psi Gained Adhesion
2-Coat Near 1000psi Gained Adhesion
Polyaspartic Less than 650psi Gained Adhesion
High Build Acrylic Less than 650psi Gained Adhesion
Calcium Sulfonate Alkyd 280psi Gained Adhesion
31
FHWA Study Findings
  • Based on the initial coating characteristics of
    eight one-coat materials and two controls, and
    their 20-month performance data, the following
    findings were made
  • Calcium sulfonate alkyd has been the best
    performer
  • Glass flake polyester is an excellent coating
    system and is the 2nd best in overall performance
  • Both of these coating systems out performed the
    control systems
  • Organic Zinc Epoxy Polyurethane
  • Zinc-rich Moisture Cured Urethane Polyaspartic

32
  • Second Study

33
2005 FHWA Connecticut DOT Study
  • 3 one- coat systems were tested per AASHTO R31,
    Project Work Plan for the Laboratory Evaluation
    of Structural Steel Coatings
  • Polyaspartic
  • Polysiloxane
  • Waterborne Epoxy

34
2005 FHWA Connecticut DOT Study
  • The 3 coating systems were tested for
  • Accelerated testing
  • Rust Creepage
  • Gloss Retention
  • Color Retention
  • Adhesive Strength
  • Abrasion Resistance

35
Accelerated Testing
  • Polyaspartic and Waterborne Epoxy coating systems
    did not blister after 15,336 hour cyclic
    weathering exposures

36
Rust Creepage
  • All three coating systems exhibited severe
    blistering along and away from the scribe area,
    as well as undercutting beneath the scribe

37
Aesthetics
  • Color retention for the three systems was
    excellent.
  • The gloss retention was approximately 40-50 for
    polyaspartic and waterborne epoxy coating systems
  • Polysiloxane did not complete test- was pulled
    early due to poor performance

38
Adhesion
  • Adhesion strength of the materials was high and
    well in excess of the suggested minimum (600 psi)
    adhesion values prescribed by AASHTO
    Specification R31

39
Abrasion Resistance
  • The coating system that exhibited the best
    abrasion resistance was polyaspartic with
    waterborne epoxy performing the worst

40
2005 FHWA Connecticut DOT Study Findings
  • The two systems that performed the best were
  • Polyaspartic
  • Waterborne Epoxy
  • Neither materials tested as well
    IOZ/Epoxy/Polyurethane and are recommended only
    for mild environments

41
Summary
  • In summary, while not yet equal to the standard
    three-coat systems, one-coat materials tested
    show significant promise

42
What is the Next Step?
  • To determine the ultimate field performance of
    one-coat systems.. Field exposure will be
    targeted to different demanding environments,
    e.g., freshwater marine, saltwater marine, inland
    dry, and control test sites 
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