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In addition, cracks may wear and tear vehicle tires Cracks may also contribute to accidents For deck repairs, traf c lanes need to be shut down, which causes traf c jams and inconvenience for drivers 2 Economics and traf c maintenance need to be evaluated when balancing the feasibility of structural restoration against complete replacement Experience, judgment, and research have shown that deterioration often continues in partially rehabilitated decks when only the obviously deteriorated portion of the deck is removed and replaced To minimize this effect, procedures are required that will determine the extent and type of rehabilitation or reconstruction that should be provided 3 There has been an increase in the need for concrete rehabilitation on bridge decks On certain projects, the extent of concrete deterioration actually encountered in the eld has far exceeded the dollar amount anticipated in the design stage This trend needs to be stopped by the selection of adequate materials at the design stage and by performing correct repairs during the structure s life cycle Defects and cracks are most likely to contribute to failure They need to be analyzed for strength, risk factor, and reduced safety factor Unlike steel, concrete is a brittle material The suitability of applying fracture mechanics methods to arrest crack generation and propagation needs to be investigated and included in the design codes As pointed out in 3, the causes of cracking are usually design defects, overload conditions, and construction defects A concrete deck is the weakest link in the durability chain Due to constant friction from braking or abrasion from heavy vehicle tires and due to deicing salts on concrete surface, decks may crack They need to be repaired every few years or even replaced after 10 to 15 years 4 The purpose of bridge deck repair projects is to provide a smooth riding surface and improve the bridge deck surface and bridge deck joints so as to extend the useful life of the structure in a cost ef cient manner The procedure is usually to construct interim repairs, which can provide a smooth riding surface and extend the useful life of the structure The designer shall evaluate the underside of the deck slab for potential full depth repairs or to check the condition of any stay-in-place forms
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1042 Bridge Deck Repair Work
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Bridge deck repair includes the following work items: 1 2 3 4 5 6 7 Full-depth concrete deck replacement Extensive permanent spall repairs Parapet, safety walk, and median spall repairs and upgrades Joint rebuilding Header reconstruction Membrane installation Milling and resurfacing work
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For correct estimation of quantities, the sounding of the concrete deck to detect areas of delamination or cleavage planes should occur close to the time of the actual construction Completion of design and contract documents within one construction season of less than one year is preferred The following guidelines shall be common to most deck repair projects Full and partial deck repairs are shown in Figures 108 Type of deck repairs are broadly classi ed in Figure 106 Although there are a host of methods available for repairs, based on practical experience and availability of vendor products and information, the following methods are considered:
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Figure 106 Type of deck repairs
Preparing surface Deck patching Remove unsound concrete Full depth patching Partial depth patching
1 Class A concrete: For all concrete deck repairs, the coarse aggregate shall be size No 8 It shall be a maximum of inch in size and be broken stone or crushed gravel 2 Other materials shall conform to the standard construction speci cations: Coarse aggregate Epoxy bonding coat Reinforcement steel, deformed bars Latex emulsion admixture Silica fume admixture Quick-setting patch materials: Membrane waterproo ng 3 Percentage of deterioration: Based on eld and laboratory information a decision may be made for the type of rehabilitation The maximum percentage of deck patching areas that should be included in these projects and remain cost effective is as follows: 4 Treatment for concrete decks with types of overlay: Concrete decks with epoxy or galvanized reinforcement bars, with spalls: Surface deterioration due to loading, abrasion, and other similar activities can be corrected by concrete repairs and latex modi ed concrete overlays Concrete decks with bituminous overlay and without membrane waterproo ng: Replace such decks when they have a condition rating of three or less Concrete decks with bituminous overlay and membrane waterproo ng: Patch deteriorated concrete and replace affected membrane and overlay until the repaired area is anticipated to be 50 percent or more of the deck area Concrete decks with latex modi ed mortar or concrete overlay: Consider latex modi ed mortar or concrete overlaid decks the same as regular concrete decks when using this table
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