Weathering Steel

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9/14/2011 1 STEEL BRIDGE FORUM Raleigh, NC September 14, 2011 Weathering Steel The Other Corrosion Protection System Bill McEleney Director, National Steel Bridge Alliance High Strength – Low Alloy Steel High strength low alloy steel ASTM A709 - Grades 50W, HPS 50W, HPS 70W, & HPS 100W Expect 4 times the corrosion resistance of High strength - low alloy steel carbon steel Forms tight oxide coating (patina)

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steel

Transcript of Weathering Steel

Page 1: Weathering Steel

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STEEL BRIDGE FORUM

Raleigh, NC

September 14, 2011

Weathering SteelThe Other Corrosion Protection System

Bill McEleney

Director, National Steel Bridge Alliance

High Strength – Low Alloy Steel

High strength low alloy steel

• ASTM A709 - Grades 50W, HPS 50W, HPS 70W, & HPS 100W

• Expect 4 times the corrosion resistance of

High strength - low alloy steel

carbon steel

• Forms tight oxide coating (patina)

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Protective Patina

Weathering Steel

• Patina is a thin layer of dense corrosion b d t th t t ki t t tby-products that acts as a skin to protect against further corrosion.

• In use in United States since 1933.

• Developed for coal hopper cars to combat the corrosive effects of sulfur on steelthe corrosive effects of sulfur on steel.

• New High Performance Steel (HPS) has improved weathering characteristics.

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Simple, Low Maintenance Bridge

Use of Weathering Steel

BENEFITS CAUTIONSBENEFITS• Lower Fab Cost

• Shorter Fab Time

• No Field Painting

• Natural Appearance

• Minimal Maintenance

CAUTIONS• Not appropriate in foggy,

coastal regions

• Not for use in tunnel-like conditions where deicing salts are used

E l ti d d i• Lower Life Cycle Cost

• Evaluation needed in heavy industrial areas (corrosive chemicals)

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Uncoated vs. Coated

Use of weathering steel is growing due to:Use of weathering steel is growing due to:

• Reduced cost for blast cleaning, edge grinding and surface preparation

• Avoided cost of first coating systems

Ti i th f b i ti t ll• Time in the fabrication process to allow curing between coats

• Reduced maintenance costs; traffic impact

Cost Studies

• FIRST COST SAVINGS:FIRST COST SAVINGS:

10 TO 18%

• LIFE CYCLE SAVINGS:YES - ???YES - ???

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Relative First Costs

Material costs 3 - 4 cents/pound more

• But, painting costs significantly higher

• 12 – 20 cents/pound

• Net costs favors Weathering Steel

Material costs 3 4 cents/pound more

Net costs favors Weathering Steel

Lewisburg, PA

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Example – Lewisburg, PA

• 1223’ bridge length (886 tons total)• Material extra (@ $.03): $ 53,160• Painting cost avoided (3 coats): $ 270,674• Net 1st Cost Savings: $ 217,514• Life Cycle Cost Savings (est ): $ 1 5 M• Life Cycle Cost Savings (est.): $ 1.5 M

Design Considerations

• SITE EVALUATION• Environmental / Climatic

• Site Configuration

FHWA Technical Advisory T 5140.22

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Good Site for A588

Adequate Clearance Over Water

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Avoid Tunnel-Like Conditions

Design Considerations

• SITE EVALUATION

• DETAILS – DRAINAGE CONTROL

FHWA Technical Advisory T 5140.22

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Jointless Bridge Detail for Drainage

Jointless Bridge

536 feet continuous

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Expansion Dam – Drain Trough

Protect Steel Beneath Joints

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Weathering Steel

Design Considerations

• SITE EVALUATION

• DETAILS – DRAINAGE CONTROL

• DETAILS – STAINING

FHWA Technical Advisory T 5140.22

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Wrap For Stain Control

Drip Pan For Stain Control

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Pier Design For Stain Control

Pier Design For Stain Control

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Substructure Coating for StainControl

Substructure Material forStain Control

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Substructure Material forStain Control

Drip Bars For Stain Control

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Drip Bar Detail For Stain Control

Design Considerations

• SITE EVALUATION

• DETAILS – DRAINAGE CONTROL

• DETAILS – STAINING

• DETAILS – SURFACE PREPARATION

not in FHWA Technical Advisory T 5140.22

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Blast (SP-6) For Aesthetic Patina

Blast Fascia Only

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Maintenance Actions

• Implement procedures to detect and minimize corrosioncorrosion

• Control roadway drainage

• Regularly remove all dirt debris, etc that trap moisture

R l l t ti hi h t• Regularly remove vegetation which prevents natural drying

• Maintain covers and screens over access holes

FHWA Technical Advisory T 5140.22

Weathering Steel

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That’s Nice, But…

• .. what about when weathering steel doesn’t g‘work’?

• weathering steel issue or other?

• field painting of weathering steel

• FHWA Report – Maintenance Coating of W th i St l FHWA RD 91 087 M h ‘92Weathering Steel; FHWA-RD-91-087, March ‘92

Weathering Steel

• A proven, effective corrosion control tsystem

• Specific site conditions

• Cost effective

• Low maintenance

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STEEL BRIDGE FORUM

Raleigh, NC

September 14, 2011

QUESTIONS ??

Bill McEleney

Director, National Steel Bridge Alliance

In Florida?

SunCoast Parkway - 1999

• 3 overpasses

• Guardrail

• Light poles

• Less than 10 miles from Gulf of Mexico

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Van Dyke over SunCoast

Van Dyke over SunCoast

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Van Dyke over SunCoast

Van Dyke over SunCoast

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Van Dyke over SunCoast

Van Dyke over SunCoast

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Van Dyke over SunCoast

Van Dyke over SunCoast

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Van Dyke over SunCoast

Caldwell over SunCoast

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W. Bowman over SunCoast

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W. Bowman Over SunCoast

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STEEL BRIDGE FORUM

Raleigh, NC

September 14, 2011

QUESTIONS ??

Bill McEleney

Director, National Steel Bridge Alliance