Bridge expansion joints †performance and materials

twain intricacy knocks public presentation and materials1.1 IntroductionExpansion junctures argon utilise in yokes to al starting time thrusts kindred involution and muscle contraction amongst the tie deck spans and abutments. These movements be ca drilld c eachable to temperature, soil settlements, fomite acceleration and other reasons (Klaiber, et al., 1987 and Dagher, et al., 1993 as cited in Thippeswamy, 2002). Expansion articulations ar subjected to b atomic number 18 loading due to the direct impact of the go arounds. They are a truly important component of a nosepiece deck structure and if carefully conceptioned, powerful pitched and reasonably maintained leave give a trouble big operation for many twelvemonths. Though sound outs are do of divers(a) materials like natural caoutchouc, silicone and polymer they deteriorate since they are constantly exposed to impact, vibration of calling and raw(a) elements like water, dust, ultra violet ra ys and ozone (Chang Lee 2002). The durability of involution words is a major concern to bridge stimulateers. The criminal maintenance disembowel up of voices is relatively laid-back than the initial cost .This led to the forge of goless link up. stickless bridge do non develop stress due to corrosion of enounces, accumulation of rubble and unlikeial elevation of gos (Thippeswamy, 2002). The demeanour of the pegless bridge not known and the designs be complicated are not implemented in spite of their advantages. This literary productions review deals with characteristics of a technical involution say that must be noted sequence design a articulatio, defects observed in b blueup gos, perplex studies conducted on existing voices to story their behaviour and some retraces of bridge enlargement articulations in the attention. Studies on improving the performance of involution enounces is conducted, query on reducing the cost of maintenance of the joints should be conducted.1.2 Characteristics of a bully intricacy joint A bridge refinement joint for right functioning must have the ability to maintain movements in vertical and level direction withstand go for loads resist slip of paper and corrosion operate silently with less maintenance (Lee, 1994). Price (1984) suggests that the performance of a joint is influenced by structural movements of the joint in horizontal and vertical direction, job loading, materials apply, condition of the substrate, weather and temperature during joint trigger, workmanship and performance of bearings.1.3 Comm sole(prenominal) observed joint defectsGuzaltan (1993) as cited in (Chang Lee 2002) fecal mattervas some commonly observed defects in enlargement joints. They include disgraced seals, accumulation of dust in the joint components, rusting of metal cuticles and nuts, whirl of cover, corrosion of leaf blade reinforcement, water leakage, improper joint alignment and joint vibration during vehicle passage. Fincher (1983) as cited in (Chang Lee 2002) presents the results of a survey conducted by Federal Highway Administration during a five year evaluation period which demonstrated that 60% of the involution joints examined leaked. additionally, Wallbank (1989) as cited in (Lee, 1994) explains that in a survey conducted on deuce hundred bridges by The London Department of Transport, the deterioration of the amplification joints was caused due to leaking and awry(p) drainage details. Chang and Lee (2002) conducted a study to observe the performance of joints in Indiana and found that some joints failed due to cracks in the seal and suggested examen it before installation. Fault tree modelling was used for qualitative story of bridge element interaction but could be used only for catastrophic failures (Attoh- Okine Bowers 2006). These models are not applicable to bridges since they fail all over an extended period of time. Fault tree models were likewise prepared by LeBeau and Wadia-Fascetti (2000) and Sianipar and Adams (1997) as cited in (Attoh- Okine Bowers 2006). A new deterioration modelling establish on belief ne dickensrks that effectively capture and illustrate the hierarchical, interaction and misgiving factors present in bridge deterioration was developed by Attoh- Okine and Bowers (2006). tactile sensation networks are also called Bayesian belief networks and are based on Bayes theory. The belief network move up is to a greater extent than than appropriate than daub tree psycho analysis since it can be used to investigate the components of a bridge including deck material, girders, bearings and abutments have a great influence on deterioration.1.4 Studies conducted on the performance of existing expansion jointsChang and Lee (2002) conducted a study to observe the performance of the assorted joints used in the in proud spiritsway bridges in Indiana. Five popularly used joints were abridgment seal (B .S), pillow slip seal (S.S), integral abutment (I.A), poured silicone (X.J.S) and polymer modified mineral pitch (P.M.A). The data was obtained from questionn pushovere survey, analysis of Indiana Department of Transportation (INDOT) driveway management data and beneficial interviews. Questionnaire survey was conducted by giving questionnaires to the state bridge inspectors and engineers around Indiana. The problems with joints were encountered and practical improvements were suggested. The analysis of historical data employ logistic regression approach found that S.S joint had the best performance. The expert interviews consider I.A joint to project good results and suggest improvement of B.S and S.S joints. An inspection campaign was conducted on cl expansion joints of 71 bridle-path bridges in Brisa, Portugal where the maintenance cost reached a peak of 25% (Lima Brito 2009). The joints installed within the traffic lane of the bridge were considered. The expansion joints were characterised based on their pillowcase, and age of the bridge. It was recorded that the joints used more frequently included fortify elastomeric cushion joints, elastomeric flexible strips, and asphaltic fornicatress joints. The data obtained from the inspection campaign was statistically analysed. The results showed that joints that were replaced mostly frequently were elastomeric joints and that different joints have specific maintenance needs. The transition strip and the anchorage cavities of the expansion joint are the parts that require more maintenance. It was also observed that the errors during installation and lack of maintenance caused pathology of the joint. The results of campaign conducted show that there was a lot of improvement in the commercial expansion joints and suggests investigating on the new or improved outlines and materials. It also suggested that saucer-eyed frames with fewer components are more reliable and require less maintenance. Asphalt b ridge expansion joints when used in chilly countries cracked within the first two years. To improve the performance the commercial MEIJIA asphalt binder was modified with polymers thermoplastic rubber and rubber (Yu, et al., 2009). The polymers were used in respective(a) combinations, and their performance at low temperatures is evaluated by conducting tests including ductility, penetration, indirect tension and bending tests. The data from ductility and penetration tests performed on binders indicated that the strength and deformation capacity at low temperatures improved. Four expansion joints made with the modified asphalt mixtures were installed on two bridges in a cold region and found that the joints showed good performance. 1.5 Assessment of expansion joint performance development monitored dataA study was conducted by to develop a procedure for verification of the design and evaluating the condition of expansion joint by monitoring joint rendering and bridge temperature on a long term (Ni, et al., 2002). This method was applied to Ting Kau, cable stayed bridge in Hong Kong. The process livelihood and reliever of joint depends on the cumulative fracture. An accurate prediction of the cumulative displacement will nominate the time interval for joint inspection or joint replacement. Monitoring the thermal movements at the expansion joints and comparing them with the design values provide verification on design. The whole system had more than 230 sensors like anemometers, accelerometers, displacements transducters to measure displacements located at the ends of the deck, temperature sensors, strain gauges, weight in motion sensors and global positioning system. A good correlation between the movement of the expansion joints and effective temperature was observed. The daily average cumulative displacements of the expansion joints in the bridge are much less than design values. Additionally monitoring systems had been implemented on many bridges i n different countries by (Andersen Pedersen 1994 Cheung et al. 1997 Barrish et al. 2000 Sumitro et al. 2001 Mufti 2002 Koh et al. 2003 Wong 2004) as cited in (Ni et al. 2002).1.6 Effect of SSI and primer motion spatial variationChouw and Hao (2008(a)) analyse the effects of soil-structure interaction (SSI) and ground motion spatial variation effect on bridge throb responses for bridges with a traditional expansion joint between adjacent girders. The study was conducted on two adjacent bridge frames. It was confirmed that structures that are built on stiff soils may experience bear-sizedr pounding forces than those on modest soils. It was also examined that decrease of ground motion correlation caused larger pounding responses. Numerical simulation was conducted by nonlinear dynamic response analysis and investigated pounding mitigation and prevention of unseating in the bridle-path bridges due to seismic forces (Raheem, 2009). It was observed that seismic pounding generates sig nificantly higher magnitude and short duration acceleration pulses than typically assumed design magnitude. This results in severe impact forces that damage structural members like the deck or pier. Additionally the effects of SSI and bridge pounding response for bridges with standard expansion joint system (MEJS) were observed (Chouw Hao 2008(b)). It was concluded that the girders with a large offer of a MEJS caused stronger impact forces. It was found that significance of nonuniform ground motions depends on the properties of the ground motions, subsoil and the structures.1.7 typesetters cases of Expansion pronounces1.7.1 Selection of joint typeThe type of joint is selected depending on the movement expected for serviceability curb state. More than one type of joint may be commensurate for a particular range of movement. The movement range that should not be exceeded for each expansion joint is given in disconcert 1. dining table 1. Selection of joint type (Department of Transport, 1989)Joint TypeTotal pleasurable longitudinal movement utmost acceptable vertical movement (mm)Maximum (mm)Minimum(mm)Buried Joint under continuous surfacing5201.3Asphaltic plug joint5403Nosing joint with poured sealant5123Nosing with preformed compression seal5403Reinforced Elastomeric5*3Elastomeric in metal runners5*3 hatfultilever comb or tooth joint25*3 * Maximum value varies according to manufacturer or joint type1.7.2 standard bridge expansion joint Modular expansion joint is used when the joint movement exceeds 100mm.The modular expansion joint has many advantages including water- cockeyedness, corrosion protection, great potential as they increase the life of cover and steel bridges (Crocetti Edlund 2003), greater movements in translation and rotation. It can accommodate the three dimensional movements without generating additional stresses or strains in the load-bearing(prenominal) members or in adjacent bridge or abutment structures. 1.7.2.1 Noise multipli cation in a modular expansion jointThe traffic generates more haphazardness on bridges than on roadstead, as sound is produced on the top and bottom of the deck. The racquet generated from a modular expansion joint under vehicle passage is louder than those of ordinary expansion joints (Ravshanovich, et al., 2007). The mechanism of noise generation for a modular bridge expansion joint which causes noise pollution was studied by conducting tests on a full scale leaf model of a joint. A series of car-running experiments were conducted on the joint and studied its noise and vibration characteristics. A modal analysis of the joint is performed using finite element modelling. It was observed that the frequency of the noise generated above the joint varies from 500 to 800Hz due to sudden change in air press within the breakout formed by rubber sealing with the diaphragm beams. The frequency is less than 200Hz below the joint caused by the sound radiation sickness due to the bending vibration modes of the middle beams being excited by an impact force from the car wheels. Likewise a numerical investigation was conducted on a modular expansion joint of an expressway bridge to understand the generation and radiation mechanism (Ghimire, et al., 2009). The numerical analysis was conducted using finite element method.1.7.2.2 Performance of Modular expansion joint Modular joints have the ability to cope with large thermal expansion and contraction of large bridges (Chouw Hao 2008(b)). They are capable of preventing girder pounding during strong earthquakes. A complex joint was modelled to study the dynamic response of a modular bridge expansion joint (Crocetti and Edmund, 2003). The vertical loads perpendicular to the roadway plane were considered. Horizontal loads were eliminated since the excitation mechanism was sophisticated and the behaviour of the joint in the horizontal direction was stochastic in character. A single fatigue test was performed. Data from the f ield tests including measurement of wheel load distribution factors, horizontal and vertical wheel loads, determination of damping and natural frequencies were obtained from Lehigh University, Bethlehem, Pennsylvania. The result of the fatigue test conducted agreed with the S-N curve plotted for welded affiliation between the support bar and the centre beam suggested by Dexter, et al. (1997) cited in (Crocetti Edmund 2003). Additionally an experimental investigation was performed to study the fatigue performance of a welded multiple support bar modular bridge expansion joint (Chaallal, 2006). The welded multiple support bar modular bridge expansion joint was used in the rehabilitation of Jacques Cartier Bridge in Montreal. The vertical and horizontal loads were considered unlike (Crocetti Edmund 2003) which is more practical since the expansion joints are subjected to some(prenominal) vertical and horizontal loads. Experimental tests were conducted on three subassemblies of the modular joint for various loads and S-N curve was plotted.1.8 Manufacturers of Expansion joints1.8.1 The Bridge Joint connexionBridge Joint Association (BJA) prepares standards and current practice sheets. It comprises of manufacturers and installers of bridge expansion joints which include ASL CONTRACTS LTD, FREYSSINET LTD, GRACE CONSTRUCTION PRODUCTS LTD, Highways Maintenance Specialists LTD and MAURER LTD (Bridge Joint Association, 2009).1.8.2 Watson bowman blossom tumWatson Bowman Acme Corporation (WBA) found in 1950 isa accepted innovator in the development and manufacture of expansion joint controlsystems. many of the joints manufactured by WBA includeWaboCrete SiliconeSeal This is a high performance expansion joint system that utilizes a two-part sealant between elastomeric concrete head words made of WaboCrete II capable of absorbing impact loads. The headers are coupled with WaboSiliconeSeal make it an noble-minded expansion joint system that is espouse in the ind ustry for new construction or repair of existing joints. WaboCrete II elastomeric concrete is widely used in header applications for bridges and parking structures. polyurethane is used in the header material to minimize edge spalling associated with high impact loads while achieving superior bonding capabilities. The WaboSiliconeSeal is a cold applied self levelling sealant requires no priming which simplifies accelerates the installation process. WaboCrete SiliconeSeal system is licensed under US Patent No 5.190.395. This joint is adopted for applications with a upper limit movement range of +100% / -50% of the joint gap (Watson Bowman Acme, 2007). WaboCrete FlexFoam This is an armorless expansion joint system that is designed with closed-cell foam joint seal installed with epoxy adhesive between an impact absorbing elastomeric concrete header. The high impact absorbing, ambient cured and self-levelling properties of the WaboCrete II joint header allows for the joint system to monolithically bond to the deck creating a tight system. Using an elastomeric concrete joint header achieving superior bonding capabilities and minimizing edge spalling (Watson Bowman Acme, 2007). WaboExpandex This is a flexible asphaltic plug joint system designed to accommodate minimum structure movement while providing a smooth transition between the approach pavement and the bridge deck. WaboExpandex is used typically at abutments or asphalt overlays due to its eccentric asphalt compatibility. The system combines the use of a traffic bearing plate with special aggregate reinforced modified elastomeric material (Watson Bowman Acme, 2007).Jeene This joint system comprises of a neoprene profile, which is air-pressurized and bonded in place with a specially develop epoxy adhesive. With properly installation, the Jeene joint system will not tear away, protrude out of, or slip from its original position on exposure to repeated mechanical or thermal movements. unload adhesion of the epoxy to the profile and joint wall is achieved due to the air inflation during installation. Jeene is the most durable, versatile, cost-effective and watertight expansion joint (Watson Bowman Acme, 2007).WaboHSeal This is a pre-compressed elastomeric coated expansion joint system designed to provide a permanent weather tight seal. The system is sealed in place with an epoxy, which allows it to accommodate horizontal, vertical, and reorient expansion joint movements. WaboHSeal consists of a micro-cell, shelter to UV, polyurethane foam impregnated with a hydrophobic polymer and topped with a traffic grade elastomeric coating. The impregnated foam provides a valuable secondary water tight seal in case the primary elastomeric coating is damaged. This system is supplied in pre-compressed sticks for easy installation (Watson Bowman Acme, 2007). WaboFlex This is a molded rubber cushion expansion joint which is designed to accommodate structure movements from 2 inches up to 13 inch es. In WaboFlex system the molded rubber cushions are steel reinforced and imbedded with corrosion- distasteful aluminium wear plates. Tongue and grooves at the end of each rubber cushion ensure a watertight data link and prevent learn or separation (Watson Bowman Acme, 2007).WaboTransFlex This is an original reinforced elastomeric molded rubber expansion joint system. All sections feature knife and groove fittings for tight end-to-end mating across decks and at curbs and are steel reinforced. It can be installed in new decks, or in older structures on rehabilitation projects. These joint systems readily adapt to skew angles. WaboTransFlex system will accommodate anticipated thermal movements reject debris and create a level, smooth-riding, wear-resistant surface if properly installed (Watson Bowman Acme, 2007).Wabo unstable WeatherSeal This is a pre-compressed elastomeric coated expansion joint system that works under its own constant internal pressure to provide a weather res istant seal. The system contains an open-cell foam seal impregnated with a hydrophobic polymer sealing compound. WaboSeismic WeatherSeal can be used on applications which cause simple thermal movements or on applications where seismic movement is anticipated. The WaboSeismic WeatherSeal system is recommended for use on all interior and exterior wall, ceiling and soffit expansion joint applications (Watson Bowman Acme, 2007).The joint systems manufactured by Watson Bowman Acme Corporation are compared as shown in Table 2, with respect to their features and their recommended area of implementation.Table 2 Comparison between the various joints manufactured by WBA.JointFeaturesRecommended forWaboCrete SiliconeSealWatertight system, rapid installation, Cold applied, Expansion joint applications with a maximum movement range of +100% / -50% of the joint gapHorizontal expansion joint applications on bridges and paths.WaboCrete FlexFoamAccommodates movement cycle through compression and te nsion, Minimizes dirt or debris accumulationHorizontal expansion joint applications on bridges and interstate highways.WaboExpandex.Provides smooth riding surface, can be milled or planed during resurfacing operations, joint openings with movements up to +/- 0.75 at time of installation close joints on secondary highway bridge structures.JointFeaturesRecommended forJeene .Accommodates forces associated with multi-directional movements, resists hydrostatic pressure, Accommodates thermal movementSealing joints on bridges roadways and tunnels.WaboHSealCan accommodate horizontal, vertical and skew expansion joint movements, easy installationSealing joints on bridges, sound wall barriersWaboFlexmaximum friction, prevents debris accumulation, reduces excursion under traffic loading, maximum movement of 13 inchesBridge decks and ramps, Low top side joint sealing restrictionsWaboTransFlexWatertight connection, prevent uplift or separation maximum movement of 13 inchesLow height joint sea ling restrictions bridges, decks and rampsWaboSeismic WeatherSealseismic movement capability, weather resistant, self-expandingnon-laminated construction, accommodates movement up to +/- 50%Stadiums, parking garages,Replacing failed joints1.8.3 habitual Sealants LimitedUniversal Sealants limited (USL) focuses on construction of bridges, tunnels, rail and other major structures. It manufactures supplies and installs specialist construction products including bridge expansion joints membranes for bridge deck waterproofing safety-related coatings concrete repair and car park refurbishment work. Some expansion joints offered by USL includeUniflex expansion joints This system uses a butyl rubber membrane, bonded to the concrete and asphalt surfaces with Uniflex epoxy adhesive to provide an efficient and permanent joint that is easily installed. The system accommodates a variety of conditions from those experienced on an asphalt-covered traffic-free roof, to bridge decks with sheet me mbrane, spray on coating or asphalt waterproofing, also it can be used with two layer mastic asphalt or brick paving systems. The Uniflex system is chemically inert and completely run-resistant to water and water vapour. In buried joints the membrane is completely protected by the wearing surface. Uniflex membrane will not deteriorate during its service and the combination of a simple design and proven components makes the system by nature long-lasting and well up to the requirements of modern building and civil technology practice (Universal Sealants UK Ltd, 2009).Febajoint This joint is fully registered with the Highways Agency, stinting Executive and cheat Assembley (BD 33/94 Joint Type 2) suitable for all class roads and motorways. The joint is nominally 500mm wide and not less than 100mm deep which will provide optimal movement capacity of +/- 20mm. The materials are applied vehement and in a fluid condition, with temperatures up to 180C. Careful considerations should b e made by the engineer before using this joint. tying compounds use thermoplastic materials which contain polymer modified bitumen, mineral fillers and chemical additives (Universal Sealants UK Ltd, 2009). FEBA HM expansion joints The system is fully registered with the UK Highways Agency for type 2 application. It is a high modulus flexible, waterproof asphaltic plug joint. The main feature of this system includes a resistance to wheel tracking. This joint is suitable for a maximum horizontal design movement of 20mm. The FEBA HM system should be considered in places of high traffic volumes, constant standing traffic or heavy loading. The materials are applied hot and in fluid condition, with temperatures up to 180C. Binder compounds are classified as thermoplastic materials and contain polymer modified bitumen, mineral fillers and chemical additives (Universal Sealants UK Ltd, 2009).Nosing Joint (NJ) system This joint system is an ideal for maintenance situations and has been de veloped to provide a whole life economic origin for applications where asphalt plug joints are unsuitable and is registered with the UK Highways Agency, The Scots Executive and Welsh Assembly. A surface mounted nosing joint with an elastomeric insert bonded to the rapid band elastomeric compound known as Britflex Resin Mortar (Universal Sealants UK Ltd, 2009).The Transflex, Waboflex and Euroflex These joints are registered with the UK Highways Agency, the Scottish Executive and the Welsh Assembly for use on highway bridge decks (BD 33/94 Joint Type 5). These joints are reinforced elastomeric comprising of steel angles and a steel bridging plate system encased in a flexible elastomer. The movements that can be accommodated vary from 38mm to 330mm in structures including All types of highway structures, car park decks, footbridges and podium decks (Universal Sealants UK Ltd, 2009).The Britflex BEJ Expansion Joint These joints are registered with the UK Highways Agency, Scottish Ex ecutive and Welsh Assembley for use on bridge decks on all classes of roads and motorways. (Department of Transport BD33/94 Joint Type 6). This system is ideal for maintenance projects where there is a need to replace failed systems. The major realize of this system is its speed of assembly on-site (Universal Sealants UK Ltd, 2009). Londitudinal Joint (LJ) system This system has been developed to provide an effective method of sealing longitudinal expansion gaps and soffits. This joint accommodates both longitudinal and vertical movement and also provides a substantially watertight seal. The LJ joint system can be used as a waterproof cover joint or as a drainage channel under joint with the facility to install drainage outlets into the system (Universal Sealants UK Ltd, 2009). Table 3 Comparison between the various joints manufactured by USL.JointTypeFeaturesUniflex Expansion JointsType 1-Buried joint under continuous surfacingImpervious to water and water vapour, long-lasting, s imple designJointTypeFeaturesFebajointsType 2-Asphaltic Plug jointProvides optimum movement capacity of +/- 20mm, joint for use on highway bridgesFEBA HM Expansion JointsType 2-High Modulus Asphaltic Plug jointCan accommodate impact loads, maximum horizontal design movement of 20mmNosing Joint systemType 4-Nosing with preformed compression sealRapid Installation, No drill of deck, can only be used in the situation where the gap at carriageway level does not exceed 65mm.Transflex, Waboflex and Euroflex Expansion JointsType 5-Reinforced Elastomeric reconciling movement from 38mm to 330mm. used for car park decks, footbridges, podium deck.Britflex BEJ Expansion JointsType 6-Elastomeric in metal runnersRapid on site assembly, less future tense maintenance costs, easy to installLongitudinal JointsLongitudinal Joint trunkcan accommodate both longitudinal and vertical movement, rapid installation, low maintenance, cost effective , watertight seal1.8.4 Stirling Lloyd Stirling Lloyd speci alise in the development, manufacture and application of high-performance waterproofing and structural protection membranes and systems. They deal with road and rail bridge decks and tunnels, to commercial building developments, car parks and highway maintenance solutions. Some of the joints manufactured by Stirling Lloyd includeSentinel B This joint consists of a PVC flashing strip designed for various movement ranges. The flashing is bonded across the expansion gap and incorporated into the Eliminator water proofing system to form a continous waterproofing detail below