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Epoxy Asphalt

New! Runyang Bridge  

Nanjing, China Project

Detailed Information

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What is Epoxy Asphalt?

Laying the levelling course
The two-component Epoxy Asphalt binder, when cured, becomes a two-phase epoxy polymer that contains an asphalt extender. The continuous phase is an acid cured epoxy and the discontinuous phase is a mixture of asphaltic materials. It is a thermoset polymer (it will not melt). This binder, combined with high quality standard asphalt paving aggregates, forms a tough polymer concrete called Epoxy Asphalt Concrete. A hot spray application of an Epoxy Asphalt bond (tack) coat precedes the laying of the Epoxy Asphalt Concrete.


Advantages

Fatigue Resistance

The excellent fatigue resistance of Epoxy Asphalt enables it to maintain its integrity on orthotropic steel bridge decks without cracking even after the deflections caused by millions of wheel loads. The composite action of the epoxy asphalt, unlike that of more flexible pavements, increases the fatigue life of the steel deck and structure by reducing deflection, and thus strain, in the steel.

Corrosion Protection

Epoxy Asphalt provides another layer of corrosion protection for the steel deck in addition to the primary corrosion protection coating because of its low void content of less than 3%. The voids that do exist are not interconnected. The result is an impervious pavement with extreme resistance to penetration of water and chloride ions.

Completed replacement deck plate. Over 800 of these panels were installed on the Golden Gate bridge over a period of two years.
Resistance to Rutting and Shoving

Because Epoxy Asphalt binder is a thermoset polymer (as opposed to a thermoplastic polymer such as conventional and rubber-modified asphalt), it provides excellent resistance to rutting and shoving even under high wheel loads in hot and cold climates.

Skid Resistance

Epoxy Asphalt pavements include high quality, polish resistant aggregates that provide outstanding skid resistance throughout their life. The Epoxy Asphalt binder does not "bleed" as do thermoplastic bituminous paving materials when the pavement gets hot. As soon as the binder on the aggregate exposed to traffic wears off, vehicle tires see only the aggregate.

Minimum Traffic Delays

Epoxy Asphalt bond coat is sprayed onto the inorganic zinc-coated deck plates. The bond coat is about 0.03 inches (0.68mm) thick.
Epoxy Asphalt provides the absolute minimum delays for re-paving existing bridges under traffic. An Epoxy Asphalt pavement is ready for traffic in its partially cured state once it has cooled to ambient temperature. It develops full strength over two to four weeks depending on average daily temperatures.

Local Paving Crews

Local paving crews using conventional asphalt paving equipment install Epoxy Asphalt. ChemCo Systems engineers provide training and technical support during the project. ChemCo supplies the special blending equipment (meter-mix machine) for the two Epoxy Asphalt components. This special equipment is operated by local labor. There is no need to import specialized labor.

Applications

Epoxy Asphalt placements on orthotropic steel decks range from the San Mateo-Hayward bridge, paved in 1967, to the 3rd Nanjing Bridge, which was completed in 2005 and many others [see last table]. The San Mateo-Hayward pavement is in excellent condition today after 39 years of service with minimal maintenance. Orthotropic decks using epoxy asphalt include bridges paved in Canada, Australia, and Brazil. Two bridges have been paved with Epoxy Asphalt and then, after 20 years of successful service, re-paved with the same material. Epoxy Asphalt has been successfully used in climates with winter temperatures below 0°F and summer deck temperatures reaching 170°F.

Installation

Epoxy Asphalt helps meet the challenge of replacing old concrete bridge decks with orthotropic steel decks while minimizing traffic interruption. Shop applied Epoxy Asphalt Chip Seal provides a durable skid resistant surfacing that protects each steel plate from wear and corrosion until all plates are in place and welded together. Epoxy Asphalt concrete provides the long term wearing surface when it is installed after all deck plates are in place. Both the Golden Gate Bridge and the Lions Gate Bridge used this system for their deck replacement projects.
2nd Yangtze River Bridge, bridge deck side view
The concrete deck of the heavily traveled Golden Gate Bridge was replaced and paved with no daytime lane closures. Lane shutdown began at 8 PM, paving began at 10 PM and all lanes were opened at 5 AM the next morning. Throughout the night at least one lane was always open in each direction for traffic.


Epoxy Asphalt Concrete vs. Asphalt Concrete

Property Test Method (ASTM) Asphalt Concrete Epoxy Asphalt
Marshall Stability @ 140°F, lb. D1559 2,500 8,000 to 14,000
Marshall Stability @ 400°F, lb. D1559 melts 4000
Flow value @ 140°F, in. D1559 0.11 0.08
Recovery % min. D1559 0 60
Compressive strength @ 77°F, psi D695 3400
Comp. modulus of elasticity @ 77°, psi D695 167,000
Flex. modulus of rupture @ 77°, psi D293 81 640
Flex. modulus of elasticity @ 77°, psi D293 380,000
Max. deflection, inch D293 0.1 0.15
Air voids, % D2041 3 to 5 1 to 2

Epoxy Asphalt Binder & Bond Coat (neat)

Property Test Method (ASTM) Binder Bond Coat
Tensile Strength, psi D412 300 1300
Tensile Elongation, % D412 300 225
Heat Deflection Temperature, °F D648 -20 -14

Epoxy Asphalt Concrete/Binder — Bond Strength

Property Test Method (ASTM) Value Failure Location
Tensile Bond Strength to Inorganic Zinc Coated Steel, psi ACI 503R 300 to 500 Bond Coat
Tensile Bond Strength to Portland Cement Concrete, psi ACI 503R 250 to 350 Portland Cement Concrete

Fatigue Resistance

Properly designed Epoxy Asphalt Pavements for orthotropic steel bridge decks provide a durable surface that resists fatigue cracking in the pavement in the negative moment area above the longitudinal stiffeners. Additionally, the pavement, acting as one element in the compsite deck system, reduces deck deflection under load and thus increases the fatigue life of the steel deck plate itself.

Deck Deflection Comparison1
Load, kN 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0
Deflection, Bare Steel Plate, mm 0.06 0.16 0.26 0.36 0.46 0.57 0.67 0.78
Deflection, Epoxy Asphalt/Steel Composite, mm 0.03 0.12 0.18 0.26 0.34 0.42 0.51 0.60

Dynamic testing conducted in independent civil engineering laboratories have shown that Epoxy Asphalt pavements resist fatigue cracking over a wide range of conditions. The following table summarizes recent results.

Fatigue Test Results of Epoxy Asphalt — Steel Deck Composite 1,2
Temperature, °C Static Deflection, mm Dynamic Deflection, mm Cycles to Failure
0 0.25 0.02 12x106 with no failure
18 0.35 0.18 12x106 with no failure
60 0.61 0.58 12x106 with no failure

Above test results from study conducted by Transportation College of Southeast University, Nanjing, China, 2000
1. Test specimen: 14 mm plate 100 mm wide, center point load from underside.
2. Test load: 5kN load @ 10 Hz frequency




Left: Fatigue test setup in
dynamic testing machine
for 18°C test.


Right: Environmental
chamber for fatigue
tests at 0 and 60 °C.


History of Epoxy Asphalt Pavements

Name of Bridge Location Date Deck Type Thickness Area Sq. Ft. Approx. Tons
San Mateo-Hayward San Mateo, CA 1967 9/16" O-T Steel 2" 430,000 5,600
San Diego-Coronado San Diego, CA 1969 3/8" O-T Steel 1-5/8" 116,000 1,350
San Francisco- Oakland San Francisco, CA 1969 PC Concrete 1/2" 155,000 465
McKay Halifax, N. S. 1970 3/8" O-T Steel 2" 128,000 1,485
Queensway A Long Beach, CA 1970 O-T Steel 2" 96,000 1,195
MacDonald Halifax, N. S. 1971 Conc. Filled StI. Grid Main Span 1-1/2" 119,000 360
Ross Island Portland, OR 1972 PC Concrete 1/2" 146,000 800
Evergreen Point Seattle, WA 1972 PC Concrete 1/2" 270,000 850
Sellwood Portland, OR 1973 PC Concrete 7/8" 47,000 220
Fremont Portland, OR 1973 5/8" O-T Steel 2-1/2" 155,000 2,400
Costa de Silva (Rio-Niteroi) Rio de Janeiro, Brazil 1973 3/8" O-T Steel 2-3/8" 220,000 3,265
1-94 Bridges Minneapolis, MN 1973 PC Concrete 3/4" 99,000 465
Mercer Montreal, Quebec 1974 3/8" O-T Steel 1-1/2" 21,000 200
Lions Gate Vancouver, B. C. 1975 15/32" O-T Steel 1-1/2" 77,000 725
San Francisco-Oakland San Francisco, CA (2 decks) 1976
1977
PC Concrete 3/4"
3/4"
1,475,000
1,290,000
6,460
5,760
Luling New Orleans, LA 1983 7/16" O-T Steel 2" 219,000 2,700
Ben Franklin Philadelphia, PA 1986 5/8" O-T Steel 1-1/4" 632,000 5,000
Golden Gate San Francisco, CA 1986 5/8" O-T Steel 3/8" (Chip)
1-5/8" EA
576,000 400
6,000
McKay Halifax, N. S. 1990 3/8" O-T Steel 2" 128,000 1,485
San Diego-Coronado San Diego, CA 1993 3/8" O-T Steel 2" 116.000 1,650
Champlain Montreal, Quebec 1993 3/8" O-T Steel 3/8" 200,000 140
Maritime Off-Ramp Oakland, CA 1996 5/8" O-T Steel 3" 69,075 1,278
2nd Yangtze Bridge Nanjing, China 2000 14 mm(approx. 9/16") O-T Steel 50 mm 401,100 6,462
Lions Gate Bridge Vancouver, B.C. 2002 O-T Steel 3/8"EA Chipseal, 1" wear 77,000 700
Taoyaomen Zhoushan, China 2003 14 mm O-T Steel 50 mm 265,440 3,318
Runyang Cable-stay Zhenjiang, China 2004 14 mm O-T Steel 55 mm 244,770 3,497
Runyang Suspension Zhenjiang, China 2004 14 mm O-T Steel 55 mm 481,444 6,760
Dagu Tianjin, China 2004 O-T Steel 50 mm 66,640 833
3rd Yangtze Bridge Nanjing, China 2005 14 mm O-T Steel 50 mm 434,493 7000
Pingsheng Fushon, China 2006 O-T Steel      
Zhanjiang Bay Zhanjiang, China 2006 O-T Steel      
Fenghua Tianjin, China 2006 O-T Steel      
Nanhuan Beijing, China 2006 O-T Steel      


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