concrete repair: bridges and tunnels--epoxies

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Transportation Epoxy Applications Epoxy Applications ChemCo Systems Concrete Repair: Bridges and Tunnels

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Examples of maintenance, rehabilitation and repair of transportation structures including bridges and tunnels using epoxy products for structural repair and protection. ASTM C881 catagories are explained. ChemCo Systems, Redwood City, CA manufactures epoxies for these applications (www.chemcosystems.com).

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Page 1: Concrete Repair: Bridges and Tunnels--Epoxies

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Concrete Repair: Bridges and Tunnels

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Civil uses

Major roles:• Repair and Protection

• Infrastructure Renovation– Bridges & Tunnels– Airports– Rail

• Structural Rehabilitation– Commercial, Industrial & Residential– Public & Private Sectors

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Corrosion = spalling

Iron oxide (corrosion product commonly called rust) occupies about 7 times the volume of a similar mass of steel. The formation of rust generates high internal forces leading to spalling.

Spalling is more common in applications with insufficient cover (depth of concrete over the steel reinforcement).

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Salt: tough on steel and concrete

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Monitor crack movement (strain gauge)

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History of Epoxies

1936 First epoxy patents

1940s-50s Bakelight introduces commercial applications (electrical and jewelry)

1948 First use as construction adhesive (hardened-to-hardened concrete bonding)

1954 Caltrans uses bonding agent for traffic markers

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History of Epoxies

late 1950s Patching, bolt grouting, crack injection and overlays more common.

1959 U.S. Army Corp of Engineers issues specification

1959 PG&E dam successfully repaired using meter/mix pump and structural epoxy from Adhesive Engineering

1978 ASTM* C881 spec. published *American Society of Testing and Materials

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Specification for civil engineering

ASTM C881Standard U.S. specification for epoxy bonding systems for concrete

AASHTO* M-235 used by U.S. transportation design engineers as specification for epoxy bonding

AASHTO M235 = ASTM C881

*American Association of State Highway and Transportation Officials

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Properties: Viscositymeasure of a material’s resistance to flow—common unit is centipoise (cps)

Water = 1 cps

Motor Oil = 100 - 500 cps(similar to some unfilled epoxies)

Peanut Butter = 250,000 cps(similar to some epoxy pastes)

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Properties: Modulus of ElasticityRatio of stress to strain

High modulus rigid or stiff• Structural uses

– High creep resistance

Low modulus flexible• Impact resistant, less brittle

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Properties: Coefficient of Thermal Expansion(Thermal Compatibility {ASTM D648})

Materials change in size at varying rates upon being heated or cooledNeat epoxies expand/contract at a higher rate than steel or concrete

Filled epoxies behave more like concrete or steel

• Aggregate gradation is key criteria for filled epoxies (gap-grading is helpful)

Important factor for thick layers and bulk applications

EFFECT of BOND LINE STRESSES

50

45

40

35

30

25

20

15

10

5

0

CONCRETE 10x6-6

1 2 3 4 5 6 7 8 9

NEAT EPOXY (SAND FREE)

MAXIMUM EPOXY SAND LOAD

AGGREGATE/BINDER RATIO EFFECT ON THE THERMAL COEFFICIENT OF EXPANSION FOR AN EPOXY SYSTEM.

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Properties: Heat deflection temperature (HDT)

Temperature an adhesive polymer deflects under 3 point load

120ºF is minimum value for ASTM C881 load bearing structural use

Cold temperature curing may undermine HDT performance Special adhesives available offering higher HDTs for high

temperature use Creep is potential problem if use temp > HDT

VariableHot Oil

BathEPOXY BEAM 1/2”x1/2”x5”

CONSTANT LOAD 264 psi

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Properties: Reactions are exothermic

Epoxies produce heat during cure Temperature dependent Mass dependent Can undermine product performance in bulk

applications Exotherm may increase apparent shrinkage

upon cure• Thick cross-sections and bulk uses should

consider special low exotherm systems

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Properties: Cure rate vs. temperature

CURE RATE OF EPOXY ADHESIVES

020406080

100120140160

30 40 50 60 70 80 90 100

Cure T empera ture Deg. F

Typical epoxy resinSlowerFaster

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Advantages

Low shrinkage Tolerates moisture after cure Mechanical and chemical bond

• Very high bond strength Cost effective repair vs. complete removal /

replacement Chemically inert Long storage life of A and B components Repair is considered permanent

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Limitations

Thermal incompatibility• Minimal concern with thin glue line

Creep• Minimal concern with thin glue line

Vapor barrier Proper mixing and ratio is critical Short open time for some formulations Clean-up requires solvents Cure and viscosity is temperature sensitive

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Surface Preparation

Clean and free of contaminants (remove loose substrate, laitance, dirt, dust, grease, oils, chemical spills) Metal shot blasting machines, sand blasting, “dust-free” diamond grinding, hydroblast, scarifiers, scabblersDry--no standing water

• Some epoxies are designed for wet or underwater use

Prepare surface profile for good mechanical / chemical bonding

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Surface prep

Shotblasting

Hydroblasting

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ASTM C-881 (or AASHTO M-235)

Crack Repair – pressure injection or gravity feed

(Types I & IV)

Concrete Bonding (Types II & V)

Low mod overlays and spall/joint repair (Type III)

Segmental Bridge Adhesives (Types VI & VII)

ASTM Bond Types: I, II, III, IV,V, VI, VII

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Non-ASTM Specification Uses

Miscellaneous Epoxy Products• Base plate grouts• Mortars for patching• Coatings • Control joints and wire loops

– Airport runway lighting (see right)– Traffic control

• High strength grouts• Polymer concrete• Handicapped access warning strip adhesives

Adhesive Anchoring (ICC-ES/AC308) External Structural Strengthening

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ASTM C-881 used in crack repair

Type I – Non-load bearing, bond hardened concrete to hardened concrete

Type IV – Load bearing, bond hardened concrete to hardened concrete

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Why Repair Cracks?

Extend structural lifespanRepair settling from poor soilsEarthquake damage repair Cracked member unable to transfer design load

Fix spalls due to freeze/thaw cycles, unrepaired cracks, steel corrosionStop leakage in fluid containing structures (see above)Cracks are unsightly in architectural concrete

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Crack Treatment Considerations

Some moving cracks may re-appear after injection

Cracks with hydrostatic pressure (i.e., running water) are frequently epoxy treated, but may also be candidates for urethane grouting if non-structural

Vertical / Overhead applications –Injection technique

Horizontal applications – Gravity-feed or injection

Voids and honeycombed concrete may require special low exotherm epoxy

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Crack Treatment Considerations(for reinforced concrete used in structural applications)

0.100.004Water retaining structures (excluding pressure pipes)

0.150.006Seawater and seawater spray: Wetting and drying

0.180.007De-icing chemicals

0.300.012Humidity, moist air, soil

0.410.016Dry air or protective membrane

Tolerable crack width (mm)Tolerable crack width (in.)Exposure condition

ACI 224 guidelines for crack width

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Restore monolithic strength

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Structural Crack Repairs

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Injection: beams and columns

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Injection--tunnels

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Injection--Rail

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Injection--airports

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Injection--bridges

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Injection: pile caps

Mass pours (large volume single pours) can develop severe cracks associated with high heat buildup during cure

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Bridge--Gravity Feed Crack Repair

For concrete decks with high amounts of small crack networksGravity feedVery low viscosity systems use epoxies and HMWM (methacrylates)Open to traffic in 5 hrsRestore monolithic integrity to deckProtect reinforcing steel from corrosionAlso available in special long potlife version

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Spray Applied – Gravity feed

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QC Check: Taking Cores

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Visual Inspection

Can penetrate cracks assmall as 0.002” (0.05 mm)

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ASTM Standard C-881 (continued)

Type II – Non-load bearing, bond freshly mixed concrete to hardened concrete

Type V – Load bearing, bonding freshly mixed concrete to hardened concrete

Typical Applications:• Introduction of newly poured concrete for

large area repairs.• Primers for overlays (Type III) & patch repairs

with epoxy and cementitious mortars.

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Concrete Bonding

Requirements for “fresh to hardened”• Achieve monolithic structural bond of new

material to old concrete• Epoxy must have proper viscosity to maintain

uniform film thickness of 20 mils• Epoxy must be tacky when new concrete or

new material is placed

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Bonding: Hardened to Hardened

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Trowel Applied

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Set Precast Panel

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Spray Applied Concrete Bonder

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Fresh Concrete Pour (over epoxy)

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Bridge deck overlay delamination repair

Modification of structural crack injection practicesObserved more frequently in climates with high cold-to-hot temp ranges (Canada and parts of China)Fill voids between overlay and structural slabConsiderable savings compared to replacement of deck overlay

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ASTM Standard C881 (cont.)

Type III – Bond skid resistant materials to hardened concrete (low modulus)• Binders in epoxy

mortars used on traffic bearing surfaces (overlays)

• Impact resistant joint nosing repair on bridge decks

• Handicapped access warning strips

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What is an Overlay?• A resurfacing of an existing horizontal surface

(bridge deck or parking structure)

Function of overlay• Protects structure• Provides non-skid surface• Extends life of the structure

Properties• Low modulus.• Medium viscosity.• Excellent adhesive properties.• Long term abrasion resistance.

Polymer Overlays

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Broadcast overlay

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Seed with aggregate to excess

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Completed thin overlay

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ASTM Standard C-881 (continued)Segmental bridges

Type VI – Bonding / sealing segmental precast elements with internal tendons (temporary post tensioning applied)• Normal Set

Type VII – For use as a nonstress carrying sealer for segmental precast elements (temporary post tensioning not applied)• Slow Set

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Segmental Bridges

Technology first developed in France and Switzerland in the 1940’s

Early projects left segment joints dry Epoxies used since early 1970’s for

sealing segments ASBI (American Segmental

Bridge Institute)• Developed a standard epoxy

specification

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Functions of Epoxy Resin (Segmental use)

Lubricant - allows segments to slide easily into place during construction

Distributes compressive/shear stresses across each joint

Provides water-tight seal between segments Prevents loss of cementitious grout at joints when

pumped through cable ducts Specific temperature ranges often used

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Apply by Hand

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Place Segments

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Epoxy Squeeze-Out

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Early applications used steel plate Change in use Used in seismic upgrades Steel and fiberglass forms used on columns

Steel saddles on beams

Epoxy resin and hand-applied composite fiber wrapping technologies are popular today

Fabrics are glass or carbon fiber

External strengthening

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Why add Strengthening?

Insufficient reinforcement Corrosion of reinforcement Change in use Excessive deflections Structural/Fire damage Seismic upgrade

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Failed columns

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Beam damage

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External fixes: Stitching

Mid 1960s drawing from US Army Corp of Engineers

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Plate strengthening used with epoxy injection

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Steel saddle (3-sides) over concrete beamused with epoxy injection

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Column grouting Steel (or rigid fiberglass) jackets

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Composite Systems

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Bridge Column Upgrade

Applying fairing epoxy to corner

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Test substrate adhesion (after surface prep)

ASTM D4541(Elcometer)

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Prime Substrate

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Saturate Fabric – Wet Lay-Up

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Apply Saturated Fabric

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Dry Lay-Up

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Reinforce Tension Zone with CF strips

Fiberglass bars inset in pre-cut channels used in a “stitching”technique are an alternative to strips