Abstract: Expansion joint apparatus which can be installed at junctions between upper structures of a road and a bridge. In a state of applying the apparatus to a bridge, each wheel in a same shaft of a vehicle passes the apparatus at different time spots, that is, when any one wheel passes one of the support members, the other wheel passes the other support member. Thus, a load applied to the bridge is distributed. The apparatus is made of material having high stiffness so that it lasts a long time. By changing the number of the intermediate support members, an expansion range of the apparatus can be controlled.

Abstract: Deckings include an upward hook and a receptacle. The upward hook is inserted into the receptacle. The receptacle has an opening immediately below a sidewall upper end portion that is continuous with the upper surface of the decking. The space between the deckings is restrained by engaging a tip of the upward hook behind the sidewall upper end. A fixture is mounted on the connection of the deckings. A base plate of the fixture extends from the portion of the deckings below the upward hook to the portion of the deckings below the receptacle. The base plate is fixed to the decking by a male screw, whereby downward movement of the upward hook is restricted.

Abstract: A bridging means for joint gaps between building components with an expansion joint construction bridging the joint gap, which is mountable on both sides of the joint gap on the building parts, is characterized in that at least between one of said building components and the expansion joint construction a safety means is arranged which is of such construction that said expansion joint construction will be guided out of the joint gap, if a limiting force acting between said building components is exceeded. Said safety means preferably is formed as slide ramp means between said expansion joint construction and the building component.

Abstract: A control joint for forming and controlling concrete structures such as floors and tilt-up walls. The joint has a base and an upstanding web and is preferably extruded from plastic having a honeycomb cell structure. The honeycomb structure may include a metal reinforcing section extending within the structure along the length of the joint. The joint may be utilized to form various concrete structures such as sidewalks, pads and tilt-up walls.

Abstract: A crack inducer plate assembly for concrete structures having a volume and an outer surface includes an elongated and rigid core plate for extending in the volume at a location spaced from the surface, the core plate having opposite sides. A waterproof and resilient waterstop member is fixed to and covers the opposite sides of the core plate. Crossplates are welded to the core plate to anchor the core plate to reinforcing bars in the concrete. Cracks are formed in a controlled manner within the volume and by the waterstop member.

Abstract: A transverse force rod having at least one bearing cage disposed on both sides of a joint. Each bearing cage has a front plate and a trapezoidally shaped steel strip which is welded to the front plate. The transverse force rod is fixedly supported in one bearing cage, and a transverse force rod bearing sleeve is fixedly supported in the front plate of another bearing cage. The transverse force rod or the transverse force rod bearing sleeve penetrates the front plate and the steel strip of the one bearing cage or the other bearing cage.

Abstract: A method and device are used for controlling growth of plants in pavement splits by preventing seeds from germinating and by preventing growth of plants from existing roots in the vicinity of the splits. The growth of plants is controlled for extended periods of time (2 to 20 years). A pre-emergence herbicide and a systemic herbicide are incorporated into a polymeric matrices. The polymeric matrices are formed into shaped objects, such as, bands or cords which are then inserted into splits. The split is then filled with a sealer which permits easy migration of the herbicides therethrough. The herbicides gradually released from the shaped objects at a rate sufficient to maintain a minimal effective level of herbicide outside said sealer for a predetermined period of time.

Abstract: A concrete crack control system is provided. The system comprises a vane or angle projecting from a wall, such as a pedestal or column or other wall surfaces against which a concrete floor or slab is poured. After the concrete has set to firm consistency, a saw cut is provided of a substantial depth in line with the projecting vane. The exposed saw cut may be filled with conventional filler, such as grout or the like. Any tendency of the floor to crack upon aging will be along the line of the vane and saw cut, thereby preventing crack damage to the floor.

Abstract: A pavement repair structure and method of repair for forming a bond between vertical surfaces in asphalt pavement. The repair structure comprises a flexible, internal layer that is impregnated with an adhesive asphalt medium to define an elongated strip. An additive agent is incorporated in the asphalt medium to reduce the tackiness and lower the temperature sensitivity of the asphalt medium. A cut in the asphalt pavement caused by either a saw or a jack hammer is sealed by using the repair structure to form an extremely strong bond between the vertical cut edge of the pavement and the patch of new asphaltic concrete mix. The repair structure is also able to form a bond which is waterproof and will resist cracking due to extreme temperatures as a result of severe climatic conditions, the thermal expansion and contraction which the pavement will experience, and deflection of the pavement under traffic loading.

Abstract: A device for sealing concrete joints is provided. The sealing device includes an elongate section (8) having a larger width than thickness (t). The section (8) has longitudinal edge portions (12, 13) and is intended for casting into two concrete structures (1, 2) for sealing a concrete joint area between the two structures (1,2). A swellable material (7, 14) is provided at least at the longitudinal edge portions (12, 13) thereof. The section (8) is made of a substantially rigid material and is provided with an internal cavity extending over a major part of its width.

Abstract: A reinforced precast construction includes a generally panel-shaped reinforced concrete structural unit having a relatively flat upper surface adapted to support vehicles thereon and opposing ends configured to be positioned in abutting end-to-end contact and in abutting side-to-side contact. One of the opposing ends includes a horizontally extending gasket so that, when abutted against an adjacent identical article in an elongated arrangement, the abutting opposing ends sealingly engage the seal. Connectors are attached to the structural unit in positions so that they align and are interconnectable with fasteners to hold the structural unit to an adjacent previously laid structural unit. In one form, the precast structural units are adapted to rest on parallel beams to form a bridge construction, and include locators for locating the precast structural units horizontally on the beams.

Abstract: A method of making a flexible, yet durable expansion joint that is at a general even grade with abutting roadway surfaces. The method includes cutting a recess into adjacent roadway slabs having a gap therebetween, and thereafter cleaning the recesses. A flexible membrane strip is placed across the gap from slab to slab and secured thereto. Then, the recesses and gap are substantially filled with a mixture of sealant and aggregate. A final layer of aggregate is applied on top of the mixture such that the final layer of aggregate is at about an even grade with the abutting roadway slabs.

Abstract: A method of manufacturing a retaining element for an expansion joint seal comprises co-extruding, in a desired profile, a thermoplastic rubber body with high density thermoplastic elastomer reinforcing plate on the lower surface thereof. The reinforcing plate includes at least one rib extending into the thermoplastic rubber body. After the co-extruded body and reinforcing plate are permitted to cool and harden the lower surface of said co-extruded body and reinforcing plate is mechanically planed to obtain a retaining element of said desired profile with a flat lower surface.

Abstract: A method of forming a joint (2) and the member (8, 28) used therein between two cementitious faces (3, 4) in which the space between the faces is not of uniform cross-section, but has at least two different widths (5, 6) and is stepped with a shoulder (7). The joint member has a central upright portion (9), a lower portion or head (10) for positioning the member relative to the lower faces (5). The lower portion includes one or more sets of projections (14) which are resiliently deformable. Flanges 11 on either side of the central portion have limited movement relative to the central portion rest on the shoulder (7) of the faces when the space between the member and the faces 3, 4 is filled with a resilient but compressible product.

Abstract: An apparatus for positioning a dowel within a concrete slab is disclose. The apparatus comprises a substantially planar mounting flange that is used to mount the apparatus onto a wooden form, and a dowel guide that extends perpendicularly from the plane of the mounting flange.Together, the mounting flange and the dowel guide define a dowel passage that is aligned with a corresponding hole in the wooden form. The dowel passage allows a dowel to be slipped through the apparatus and through the hole in the form, and to extend into the region where the slab is to be poured. The invention allows dowels to be properly and consistently aligned before and during the pouring of a concrete slab.

Abstract: An anhydrous viscoelastic buffer joint including a filling of viscoelastic bituminous material between the floor slab including the joint slit and the upper zone covered by the vehicles. The joint further includes drainage and canalization systems for the downflow of water in the zone of the joint.

Abstract: A seismic expansion joint cover for concealing an expansion gap between building members comprises retainers attached to building members on each side of the expansion gap and a cover spanning the expansion gap and overlying at least portions of the first and second retainers and a portion of the building member on at least one side of the gap. The cover is attached to the retainers by releasable fasteners, such as hook and loop fasteners, that enable it to detach completely from the retainers in an earthquake and to be subsequently reattached. One element of each of the fasteners on one side of the gap is attached to a slider that slides along a track affixed to the internal side of the cover to enable normal thermal expansions and contractions of the gap. Tethers keep the cover from falling to the floor and becoming an obstacle to persons moving through the building.

Abstract: To avoid leakage in concrete structures with dilatation joints and to prevent dirt from accumulating in the joints there has been developed a dilatation joint element which is easy to mount, reliable and essentially maintenance-free. The dilatation joint element according to the invention is comprised of opposed, longitudinal angle elements interconnected in pairs and made of metal with interposed jointing compound, reinforcement bands and robber elements. With curved band sections and rubber elements between the angle elements and a curved jointing compound section which is attached to the upper band section there is provided a supporting, power-compensating and power-distributing function when the joint is subjected to load, both at compression, expansion and shearing, providing a tight, reliable and loadable joint with good fatigue strength.

Abstract: In order to cut soft concrete before it has completely hardened, or about 12 to 18 hours after finishing, a rotating cutting blade and its drive motor are mounted on a wheeled support platform. The blade extends through a slot in the platform, and also through a skid plate depending from the platform, in order to cut the concrete below the skid plate. The slot and the skid plate are sized to support the concrete as it is being cut and to inhibit cracking and chipping of the concrete during cutting. The slot preferably has as little space as possible between the sides of the slot and the adjacent sides of the cutting blade. An extendable handle allows the device to be used beyond the physical reach of the operator.

Abstract: A method and apparatus are disclosed for providing an aircraft thermal protection system for hypersonic cruise and space launch vehicles. A flexible outer skin formed from a metal super alloy is designed to flex and accommodate thermal growth in the vehicle structure. The flexible super alloy skin is made from a plurality of hexagonal shaped cups which are welded together at the edges in a honeycomb type of array with thermal expansion gaps provided between the outermost surfaces of the hexagonal cups. Gap covers extend across the thermal expansion gaps to reduce aerodynamic drag. The flexible outer skin extends over hexagonal shaped, high temperature ceramic blocks, which provide both an insulation layer and support for the outer skin. The flexible outer skin distributes airloads across various ones of the rigid ceramic blocks.

Abstract: The present invention is directed to an improved bridge joint and method for constructing a bridge joint in a channel or trench over an expansion gap in a bridge. The invention utilizes a Batron elastomer binder, which may be provided at room temperature and poured over aggregate chips in the channel, even in adverse weather conditions. The resulting mixture of Batron elastomer binder and aggregate withstands vehicular impact stress and provides adhesion and improved elasticity.

Abstract: A shaped, water-expandable water-sealing article used for sealing an area between a first section of at least partially cured concrete and a second, adjacent section of substantially uncured concrete. The clay water sealing article is in the shape of a quadrilateral, preferably a trapezoid, and is disposed to bridge an area between the two sections of concrete. Upon hydration of the clay contained within the shaped water sealing article, expansion of the clay creates expansion forces extending from a corner of the article that is surrounded by the uncured concrete, wherein the corner has an included angle greater than 90.degree., preferably at least 100.degree.. The expansion force developed by the expansion of the shaped water sealing article are absorbed by a substantially increased area of the uncured concrete as compared to expansion forces resulting from a clay-based water seal having a 90.degree. included angle at the corner(s) surrounded by the uncured concrete.

Abstract: A prefabricated metal deck form to provide bridge deck construction and/or bridge deck replacement. The construction is simplified to both shorten construction time and to save on construction costs. The deck form, including a concrete slab is sufficient to sustain both dead loads and heavy, live loads on a bridge.

Abstract: A multi-functional, universal guide rail member is provided, for incorporation in an architectural joint system. Typically, one such guide rail member is mounted on each of two adjacent, relatively movable structures and cooperates with pivotally mounted centering bars to maintain a covering plate in centered position. The guide rail member incorporates in a single, integral unit a continuous guide groove for the centering bars, an open-sided slot for receiving fastening means (or, in some cases, caulking), and an outwardly facing slot for receiving anchoring means. The multi-functional guide rail member is usefully employed in conjunction with standard off-the-shelf structural components, such as channels and angle members, to accommodate mounting of the guide rail members in a variety of architectural configurations.

Abstract: Joint forms for use in concrete slab formation. Such joint forms may be locked vertically and, if desired, laterally onto joint forms stakes by virtue of a number of aligned stake ear slots 26 and locking slots 28 which cooperate with corresponding ears and locking tabs on the stakes. The joint forms may include a number of stake retention slots aligned with the stake ear slots and locking slots, so that the stakes may be passed through portions of the joint forms in order to lock the forms laterally to the stakes as well as vertically so as not to separate from the stakes during concrete pouring.

Abstract: A screed rail assembly for use in the construction of concrete slabs includes an elongated rail having a plurality of locking members that extend outward from the sides of the rail. The locking members provide a positive mechanical connection between the concrete slab and the screed rail, preventing structural damage due to external forces exerted against the slab. An elongated protective strip extends along the top surface of the elongated rail, further protecting the junction between the slab and the rail from damage due to external forces.

Abstract: An improved expansion joint assembly (10, 70) is provided for bridging an expansion void (12, 72) between adjacent, relatively shiftable structural sections (14, 6, 74, 76). The assembly (10, 70) includes a pair of supports (18, 20, 78, 80) respectively secured to the sections (14, 16, 74, 76), as well as a bridging member (22, 82) operatively engaging the supports (18, 20, 78, 80). A resilient compressible filler (24, 128, 130) is located between a bridging member (22, 82) and adjacent portions of the supports (18, 20, 78, 80). The filler (24, 128, 130) is preferably in the form of a compressible, resilient body including walls (62) defining a series of openings (64), so that the filler can accommodate significant movement without bulging or failure.

Abstract: A sealing device for sealing a joint disposed between two concreting sections, having an impermeable profile preferably fabricated from a synthetic material and constructed in a hood form to be open in cross section. The profile is mounted with the free longitudinal edges of its side portions adjacent to a concrete surface, so that a flow channel is formed therein for receiving a sealing medium between the profile and the concrete surface, where the sealing medium can emerge from between the free longitudinal edges of the profile and the concrete surface. A further sealing device is a body fabricated from a foam material or a foam material band, having a rectangular cross section provided with passage pores, the body being mounted to rest on the concrete surface, so that the flow channel for receiving the sealing medium is formed by the body itself, where the sealing medium emerges from the passage pores into the joint area.

Abstract: A process is disclosed for making substantially solvent free quaternary ammonium compounds using fatty acids, amines and quaternizing agents without side reactions that would produce esters of fatty acids. A relatively small amount of a water-alcohol solvent is used in the quaternizing reaction after which a fatty acid is added and the solvent removed by sparging and/or vacuum.

Abstract: An elastomeric sealing apparatus for waterproofing a joint opening between two generally parallel structural members in highways, bridges, parking structures and the like. The sealing apparatus comprises an elongated web shaped elastomeric body member which assumes a bowed contour after installation and which spans a joint opening defined by the faces of two confronting structural members such as roadway slabs or the like. The body member has side flaps extending integrally along each longitudinal edge thereof. The side flaps are adapted by steps and outward bias for adhesive bonding to the joint faces so as to provide watertightness, easy installation, and long term resistance to climatic conditions and structural movements.

Abstract: An expansion joint for bridge structure comprising a layer of composite consisted of rubber grains as the aggregates and synthetic resins with lower modulus of elasticity as the binder.

Abstract: An expansion joint for joining first and second adjacent segments of direct glue down carpet mounted on respective underlying adjacent first and second floor segments. A first subchannel is mounted in the first floor segment along a joint line of the adjacent first and second carpet segments and a second subchannel is mounted in the second floor segment along the joint line of the adjacent first and second carpet segments in parallel relative moveable relation to the first subchannel. A first cover supports the first of the carpet segments on the first subchannel and a second cover supports the other of the adjacent carpet segments on the second subchannel.

Abstract: Gutter drain apparatus for emplacement in concrete decking includes a drainage trough and a cap member adapted to be detachably retained over the open top of the trough. The device is protected from the inward pressure of expanding concrete by grooves formed on the top of side walls of the trough. The cap member has depending latching members each having an inwardly facing bevel. These are adapted to enter the grooves and to slip past and engage outwardly extending lips provided on the inner side of the grooves to detachably latch the cap member on the trough.

Abstract: A joint between adjacent concrete slabs for overcoming existing problems which occur due to large scale relative movement of adjacent concrete slabs which results from the slabs shrinking when aging. More specifically, a resilient finger joint for concrete slabs is provided which allows and adjusts for relative vertical movements of adjoining slabs with the joint including an arrangement for absorbing vibrations and impact loads encountered which result from traffic passing over the joint between adjacent slabs. The joint includes a plurality of fingers supported by a resilient bed. The fingers are positioned in staggered, interdigitated relation and each finger is associated with an anchor alongside of and partially overlapping one end of the adjacent finger with a pivot pin or shaft interconnecting the anchors and fingers with each finger including an end that is free of an opposing anchor but supported by the resilient bed.

Abstract: Expansion joint cover assemblies are disclosed which are structured and dimensioned for use in covering expansion joints or spaces between adjacent structural sections of a building such as spaced floors or floor and wall sections. The assemblies include base members adapted to be positioned and secured to the adjacent structural sections and a leaf spring cover member fixedly interconnected to one of the base members at one end and bridging the expansion joint or space between the structural sections in a cantilever manner such that the cover member lies in a plane essentially flush with the floor section or sections and is structured and dimensioned to be slidably interconnected with the other base member to provide a secure, functionally effective and aesthetically pleasing assembly for accommodating translational relative movement of the structural sections.

Abstract: The device for the interconnection of two roadway parts (1a, 1b) separated by an expansion joint (3) consists of a plurality of joint strips (2) arrnaged end to end and in which each joint strip (2) comprises at least one deformable zone (4) extending parallel to the joint (3), between two fastening elements (5a and 5b) connected to the two roadways parts (1a, 1b), respectively. The deformable zone (4) consists of alternating deformable carrying elements (6) and bellows (7). Two undeformable carrying elements (18) belonging to the fastening elements (5a, 5b), respectively, are situated on either side of each bellows (7). Each of the deformable carrying elements (6) has a horizontal metal plate situated in the upper part of the joint strip (2) and carried by two elastomer blocks which are deformable by horizontal shearing and arranged symmetrically relative to a vertical plane parallel to the joint (3). Each of the bellows (6) consists of an elastomeric, continuous, relatively thin and non-plane wall.

Abstract: A method for constructing a bridge joint in a channel overlying an expansion joint involves lining the channel with a thermoplastic asphaltic elastomeric binder followed by successive applications of layers of aggregate and binder mixture wherein the thickness of each layer is restricted to about the maximum dimension of the aggregate in the layer. Care is taken to insure that both the binder and the aggregate are hot when the layered joint is formed to insure good bonding between layers and with the roadway material. The aggregate of each layer is raked to project upwardly from the mass of the layer before a subsequent layer is applied to enhance the interlock between layers. A final layer containing smaller aggregate is applied at the joint top and the joint is then sealed and rolled to form an integrated, resilient load bearing structure.

Abstract: This invention provides an adjustable, removable, reusable masonry tool for retaining expansion material employed in concrete work. The tool includes a plurality of elongated, substantially U-shaped caps which retain the expansion material, the caps being slidably engaged together for adjustment of the tool's length.

Abstract: A system for protecting and draining expansion joints joining juxtaposed discrete sections of construction materials is disclosed in which a pair of laterally disposed sheet members having free ends rebent into moveably interlocked curves, and secured ends fixed to the construction material sections cooperate to form a liquid collector between the sections of construction materials such that compensation for changes in the width of the gap is accomplished by relative movement of the interlocked curves. A cover member spans the joint above the sheet members.

Abstract: An apparatus for sealing expansion joints between concrete slabs and the like comprises a compression seal member, which fits within the expansion joint and provides an airtight and watertight seal; and a surface cover plate, which provides a planar pedestrian treadway, supports vertical loads, prevents dirt and debris from entering and accumulating within the expansion joint, and provides an aesthetically pleasing appearance.

Abstract: The expansion joint includes a pair of support frames fixed upon steps formed opposite to each other upon both building edges defining a gap therebetween, a connecting cover plate which can slide so as to span both a support frame and a surface base plate so as to extend across the gap defined between the buildings, and a surface dressing structure which is identical to a building surface dressing structure and which is laid upon both surface base plates so as to be visually continuous with the building edge.

Abstract: Concrete form-work includes: (a) an edge beam including an elongated edge plate having a front face and a rear face, a pair of web portions projecting outwardly from said rear face and a flange member joined to the free end of each web portion, each flange member including a plate portion extending outwardly of said web and substantially parallel to said edge plate and a lip portion extending inwardly of the web, (b) a pair of connector members each comprising a plate with a hole for receiving a stake, an off-set wedge-receiving flange at one edge of the plate and a connector flange at the opposite edge of the plate, said connector flange including a J-shaped hook portion for hooking around a said edge beam flange lip and an abutment face for engaging a stake and (c) a wedge member adapted to engage the off-set flanges of said connector member to hold the connector member and force the connector member abutment faces into tight engagement with a stake.

Abstract: A covering for an expansion joint is formed of a plurality of monolithic steel elements that are arranged to be self-cleaning and so as not to be subject to binding. The joint has an overall T-shape and is bilaterally symmetric. The joint includes two L-shaped portions each attached to a structural element for movement therewith. The joint cover has a steel plate on one leg of each L-shaped portion bordering the expansion gap. A spacer plate is also fixed to the leg of the L-shaped portion and forms a sealant-receiving channel with the leg and the plate. An expansion gap spanner plate slidably rests on top of the plate and a cover plate is fixed at one end to the spacer plate and slidingly engages the spanner plate to keep it in the desired position and orientation during movement of the joint.

Abstract: A joint bridging arrangement comprises a bridging unit having a central portion, side parts, and anchoring units adjoining the longitudinal sides of the side parts. The side parts are pivotably connected to the central portion for movement about a pivot axis parallel to the longitudinal axis of the bridging arrangement. Cleats or legs of the side part and anchoring unit are interengaged and relatively slidable at an acute angle relative to the upper side of the center part. The upper-most surface of the bridging unit includes a portion having a wedge shaped cross section corresponding to the acute angle so that the transition from the bridging to the anchoring units, and hence to the structural parts bridged by the joint is essentially stepless.

Abstract: In the construction of concrete pavement on a roadbed by a continuous concrete paving machine, the end of a section of the pavement is finished off by setting on the roadbed an assembly comprising a plurality of elongated coupling members connected together in spaced parallel relation, with each of these coupling members having releasably secured therein a dowel of a hard plastic material which projects downstream from the associated coupling member. After this assembly has been embedded in freshly laid payment and the paving operation is terminated, the new pavement is saw cut along a vertical plane intersecting the plastic dowels, and the concrete containing the cut off dowel portions is removed. The dowel stubs in the resulting end face of the pavement are than removed and replaced by steel dowels which project beyond the end face of the pavement section for embedding in the next section of pavement to be laid in order to serve as load transfer means between the two pavement sections.

Abstract: There is provided a sealing profile formed of rubber or rubber-like material for tunnel segments having a recess therefor extending therearound, the profile having a base side facing the segment and a back side facing away from the segment, a plurality of longitudinally extending parallel flutes in the base side, lateral flanks extending angularly from the base side, a plurality of longitudinally extending parallel ducts, and at least one centrally disposed bridge through extending from the base side to the back side without impairment in its supporting effort by a longitudinal duct.

Abstract: An apparatus for sealing expansion joints between concrete slabs and the like comprises a compression seal member, which fits within the expansion joint and provides an airtight and watertight seal; and a surface cover plate, which provides a planar pedestrian treadway, supports vertical loads, prevents dirt and debris from entering and accumulating within the expansion joint, and provides an aesthetically pleasing appearance.

Abstract: The present invention specifically describes an expansion joint assembly for roadways, bridges, parking lot garages and the like which comprises: (a) a first road section terminating with a vertical face having a metal armor upper section and a concrete lower section; (b) a second road section contiguous to said first road section and having a vertical face which is directly opposite the vertical face of said first road section, said second road section vertical face also having a metal armor upper section and having a lower section; (c) a water deflector plate connected to the vertical face of either said first road section or said second road section, said deflector plate having a connecting surface which is anchored to said vertical face and having a deflecting surface which tapers outwardly and downwardly from said vertical face without contacting the other vertical face of said first and second road sections; (d) a water collector plate connected to the vertical face of the other of said first and second

Abstract: A removable speedbump-cover comprising an elongated laterally arcuate panel which is designed to rest on its elongated edges on the surface of a driveway. Gusset plates extend transversely of the panel on its concave side. The lower edges of the gusset plates are spaced slightly from the surface of the driveway so as not to interfere with the mounting of the panel. The panel is sufficiently flexible to permit the lower edges of the gusset plate to come into contact with the surface under load.

Abstract: An improved roadway and roadway expansion joint is provided, wherein at least some of the adjacent slabs, comprising the roadway, are parallelogram-in-shape and have complementary angles adjacent abutting ends.