Thin Conductive Concrete Overlay for Bridge Deck Deicing and Anti-Icing

Author(s):  
Sherif A. Yehia ◽  
Christopher Y. Tuan

Concrete bridge decks are prone to ice accumulation. Bridge decks freeze before the roads approaching them freeze, making wintry highway travel treacherous. Road salts and deicing chemicals are effective for ice removal but cause damage to concrete and corrosion of reinforcing steel in concrete bridge decks. The resulting rapid degradation of existing concrete pavements and bridge decks is a major concern to transportation and public-works officials. The use of insulation materials for ice control and electric or thermal heating for deicing have been attempted, with unsatisfactory results. Conductive concrete is a cementitious admixture containing electrically conductive components to attain high and stable electrical conductivity. Due to its electrical resistance and impedance, a thin conductive concrete overlay can generate enough heat to prevent ice formation on a bridge deck when connected to a power source. In 1998, Yehia and Tuan, at the University of Nebraska–Lincoln, developed a conductive concrete mix specifically for bridge deck deicing. In this application, a conductive concrete overlay is cast on the top of a bridge deck for deicing or anti-icing. The mechanical and physical properties of the conductive concrete mix after 28 days have met ASTM and AASHTO specifications. Two concrete slabs were constructed with a 9-cm (3.5-in.) conductive concrete overlay for conducting deicing experiments in the natural environment. Deicing and anti-icing experiments were conducted in five 1998 snowstorms. Average power of about 590 W/m2 (55 W/ft2) was generated by the conductive concrete overlays to prevent snow and ice accumulation.

Author(s):  
Shivank Tamrakar

Abstract: Cracking in reinforced concrete bridge decks is a massively concern in the India. Many concrete bridge decks, inobservant to the age of construction, have shown different levels and patterns of cracking. Not only does cracking of bridge decks weaken the bridge infrastructure, but also allows the inflow of corrosive agents into the reinforcement. In this study, the crack width evaluation of RC bridge deck of span of 5 m. and 9 m. is based on equations given by IRS Concrete Bridge Code 1997 for different cases like- the effect of depth variation, reinforcement diameter, clear cover, variation in live load moment, spacing of tension reinforcement and different no. of tension reinforcement bar to constant width for the same crosssection. This study concluded that crack width increases with increase in clear cover, variation in live load moment and spacing of tension reinforcement while it decreases with increase in reinforcement diameter, depth of the bridge deck and number of reinforced bars and percentage change evaluation of different parameter of 5m and 9m span bridge deck. Keyword: Crack Width, Cracking, Bridge Deck Slab, Crack Spacing.


2019 ◽  
Vol 271 ◽  
pp. 07008
Author(s):  
William Toledo ◽  
Leticia Davila ◽  
Ahmed Al-Basha ◽  
Craig Newtson ◽  
Brad Weldon

This paper investigates the shrinkage and thermal effects of an ultra-high performance concrete (UHPC) mixture proposed for use as an overlay material for concrete bridge decks. In this study, early-age and longer-term shrinkage tests were performed on the locally produced UHPC. Thermal and shrinkage effects in normal strength concrete slabs overlaid with UHPC were also observed. Early-age shrinkage testing showed that approximately 55% of the strain occurred in the plastic state and may not contribute to bond stresses since the elastic modulus of the UHPC should be small at such early ages. Thickness of the substrate and amount of reinforcing steel were important factors for shrinkage in the slabs. The thickest slab experienced greater shrinkage than thinner slabs. Comparing this slab to a thinner slab with the same reinforcement indicated that reinforcement ratio is more important than the area of steel.


Author(s):  
Matthew A. Haynes ◽  
Erdem Coleri ◽  
Shashwath Sreedhar

Deterioration of the concrete bridge deck is one of the most significant problems affecting the service life of bridges in the United States (U.S.). The early failure of asphalt pavement overlays on concrete bridge decks with spray-on waterproofing membranes has been recognized as a significant issue by the Oregon Department of Transportation (ODOT). Potential reasons for the failure of the asphalt overlays were thought to be the poor adhesion between the waterproofing membrane and the asphalt-wearing course, and the material properties of the asphalt layer. Moisture penetration into the asphalt overlay and standing water on the concrete bridge deck result in expansion and contraction at the interface on the bridge deck during freeze-thaw cycles. Expansion and contraction because of freeze-thaw cycles cause debonding at the interface and result in an increased rate of deterioration for the asphalt concrete overlay. Additionally, the de-icing salts used to prevent hazardous roadway surfaces in the winter permeate into the deck and cause corrosion of the steel reinforcement, weakening the structural integrity of the bridge. The main goal of this study is to develop an impermeable asphalt mixture with high cracking and rutting resistance that can seal and protect the concrete bridge deck by preventing water and de-icing salts from penetrating into the concrete deck. Permeability of developed asphalt mixtures was quantified by permeability testing and moisture sensor measurements. Rutting and cracking resistance of the developed impermeable asphalt mixture strategies were also evaluated by conducting flow number (FN) and semi-circular bend (SCB) tests in the laboratory.


2021 ◽  
Author(s):  
Fouad Taki

he construction industry is the largest contributor to environmental loading, and while development will require more infrastructure to achieve its goals, this will require more construction and hence more pollution. In order to achieve a sustainable development, the construction industry has to reduce its environmental loading and consumption of energy and raw materials. The methodology of Life Cycle Assessment (LCA) can help in quantifying the cradle to grave impact of construction on the environment. This study was performed to develop a model that uses LCA methodology to estimate the environmental impact of concrete bridge decks in North America. The model traces the emissions during the life cycle of a concrete bridge deck, and then calculates the impact of these emissions on the environment. This study was performed to develop a model that uses LCA methodology to estimate the environmental impact of concrete bridge decks in North America. The model traces the emissions during the life cycle of a concrete bridge deck, and then calculates the impact of these emissions on the environment. The model also calculates the energy and raw materials that are consumed during the life cycle of a concrete bridge deck. This model can be used by designers to evaluate alternative bridge deck designs to select the environmentally sound one.


2021 ◽  
Author(s):  
Fouad Taki

he construction industry is the largest contributor to environmental loading, and while development will require more infrastructure to achieve its goals, this will require more construction and hence more pollution. In order to achieve a sustainable development, the construction industry has to reduce its environmental loading and consumption of energy and raw materials. The methodology of Life Cycle Assessment (LCA) can help in quantifying the cradle to grave impact of construction on the environment. This study was performed to develop a model that uses LCA methodology to estimate the environmental impact of concrete bridge decks in North America. The model traces the emissions during the life cycle of a concrete bridge deck, and then calculates the impact of these emissions on the environment. This study was performed to develop a model that uses LCA methodology to estimate the environmental impact of concrete bridge decks in North America. The model traces the emissions during the life cycle of a concrete bridge deck, and then calculates the impact of these emissions on the environment. The model also calculates the energy and raw materials that are consumed during the life cycle of a concrete bridge deck. This model can be used by designers to evaluate alternative bridge deck designs to select the environmentally sound one.


2006 ◽  
Vol 33 (6) ◽  
pp. 756-765 ◽  
Author(s):  
George Morcous ◽  
Zoubir Lounis

This paper presents a new approach to optimizing the maintenance of concrete bridge decks. This approach combines a stochastic deterioration model and a multiobjective optimization model. The stochastic deterioration model is based on the first-order Markov chain, which predicts the probabilistic time variation of bridge deck conditions. The multiobjective optimization model takes into account two important and conflicting criteria: the minimization of maintenance costs and the maximization of the network condition. This approach achieves the best compromise between these competing criteria while considering the uncertainty in bridge deck deterioration. The feasibility and capability of the proposed approach are demonstrated with field data for a sample network of bridge decks obtained from the Ministère des Transports du Québec database. This example illustrates the effectiveness of the proposed approach in determining the optimal set of maintenance alternatives for reinforced concrete bridge decks when two or more relevant optimization criteria are taken into consideration.Key words: concrete bridge deck, maintenance management, multicriteria optimization, Markov chain, deterioration model.


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