Abstract: A road structure reconstructed from large-scale independent underground garage and a construction method, which solves the problem of a newly constructed urban expressway passing through large underground space. The technical point is a construction method for the road structure reconstructed from large-scale independent underground garage, including the following steps: S100: segmentation for the garage, S200: preparation before construction: the materials and equipment required for construction are transported to the site, and the construction site is cleaned, S300: reconstruction for the front section, S400: reconstruction for the middle section, S500: reconstruction for the rear section. The inventiveness of the present disclosure is the application of segmentation construction, the front section is completely obsoleted, a transition section is provided at the middle, and the design of the rear section adopts a double-deck road, thus the original underground garage structure is fully utilized.

Abstract: A device for securing threaded rod relative to concrete and plywood forms is provided. The device can include a housing with a securement portion and a plurality of plungers to engage with the threaded rod. The securement portion can be slidably received in a base configured to be seated on a setting structure. Fasteners can secure the device to the setting structure. A tapered portion of the housing can engage the plungers to secure a threaded rod.

Abstract: An attraction loading system is provided that includes a turntable configured to rotate about a vertical axis. A ride vehicle is configured to travel along a loading path disposed about a perimeter of the turntable. A first track switch of the system is disposed along the loading path to direct the ride vehicle to a main portion of the loading path from an attraction path, or to direct the ride vehicle to the main portion of the loading path from a secondary portion of the loading path. A second track switch of the system is disposed along the loading path to direct the ride vehicle from the main portion of the loading path to the attraction path, or to direct the ride vehicle from the main portion of the loading path to the secondary portion of the loading path.

Abstract: A system and method of path planning utilizing a clothoid curve to connect a start point and an end point is provided. The method includes receiving at a path planning system inputs including the start point and the end point of a desired path. The method further includes calculating clothoid parameters for a clothoid curve connecting the start point and the end point based the received start point, the received end point, and a closed-form expression, wherein the closed-form expression is generated based on a relationship between a plurality of unique center point values associated with a plurality of unique clothoid curves and the clothoid parameters associated with each of the plurality of unique clothoid curves. A clothoid curve is generated based on the determined clothoid parameters, wherein the generated clothoid curve represents a planned path from the start point to the end point.

Abstract: A collapsible stunt ramp apparatus is provided. The collapsible stunt ramp apparatus includes a base support structure and a number of base support rods. The base support structure includes a number of slots. The slots are designed to receive the base support rods. The collapsible stunt ramp apparatus also includes a number of vertical support beams. The number of vertical support beams includes a pair of intermediate support beams that are designed to connect to the base support rods. The collapsible stunt ramp apparatus also includes a ramp platform. The ramp platform is designed to connect to the vertical support beams.

Abstract: A present invention relates to a composite road module, unit and system. The composite road module comprising a first road and a second road extending substantially in parallel, one of the first road and the second road being configured for vehicles to travel according to a left-hand traffic rule, the other being configured for vehicles to travel according to a right-hand traffic rule, the first road comprising a first lane and a second lane, the second road comprising a third lane and a fourth lane, wherein the first lane and the third lane are in communication with each other, and are provided for vehicles to travel in a first direction, and wherein the second lane and the fourth lane are in communication with each other, and are provided for vehicles to travel in a second direction opposite to the first direction.

Abstract: According to one embodiment of the present disclosure, a lane changing apparatus of an autonomous vehicle configured to change a driving lane in consideration of a congested situation includes a controller configured to determine whether an expected driving lane is congested based on driving information, and a communicator configured to receive the driving information. At least one among an autonomous driving vehicle, a user terminal, and a server according to embodiments of the present disclosure may be associated or integrated with an artificial intelligence module, a drone (unmanned aerial vehicle (UAV)), a robot, an augmented reality (AR) device, a virtual reality (VR) device, and a 5G service related device.

Abstract: The present invention relates to a traffic intersection and traffic guidance system therefor, that has an intersection region where two roads cross, and a distal crossover zone that allows vehicles that are turning to the right (on a left-hand-drive road) to crossover to the right hands side of the road at a distance from the intersection. In this way, a separate right turn phase is not required by the traffic lights at the intersection, and vehicles turning right can turn at the same time as vehicle moving straight over the intersection or turning left. The turning right lane approaching the distal crossover zone from a distal side of the distal crossover zone is located on the far left, allowing vehicles going straight to continue to move in a straight line. Lanes that guide vehicles moving straight are reconfigurable to guide vehicles to move in opposed directions at different time of the day, depending on the traffic loading, and are also reconfigurable as parking spaces.

Abstract: A vehicle control device includes an action controller that is configured to control an action of a vehicle, in which, in a case where there is another vehicle traveling on a second road adjacent to a first road on which the vehicle is traveling, and the vehicle is controlled to overtake another vehicle, the action controller is configured to accelerate the vehicle, causes the vehicle to show an intention to enter the second road when the vehicle is located a predetermined distance or more in front of another vehicle in an advancing direction of the vehicle after the vehicle is accelerated, and decelerates the vehicle while maintaining the vehicle in a state in which the vehicle is located in front of another vehicle at a timing according to the entry intention.

Abstract: A computer-implemented system and method for identifying passenger trips on a transportation network are described. The method includes acquiring transaction data for a collection of passengers boarding at stops on a transportation network. The network includes a plurality of routes. Route sequences are identified, based on the transaction data, each route sequence including at least two trip segments by a passenger. Each pair of trip segments of an identified route sequence are spaced by a transfer. For each identified route sequence, using a trip planner, the route sequence is classified as a multi-segment trip that includes at least one transfer or a multi-trip journey. A route sequence which is classified as a multi-trip journey is partitioned into at least two trips, each trip being a multi-segment trip or a single-segment trip.

Abstract: A roadway system of sinusoidal one-way roads which surround individual developed areas. A straight bidirectional road intersect the sinusoidal roadways at locations in which the sinusoidal roadways are substantially tangent to one another and orthogonal to the bidirectional road.

Abstract: An overpass structure with vertical interchange arrangement for crossroads includes a transverse roadway at a bottom level, a pedestrian walkway in the middle level and a longitudinal road bridge at an upper level. The vehicle roadways on and under the bridge are connected by two ramp units. The pedestrian walkway is a pedestrian platform with an interchange platform provided on top. The interchange platform is located between and connected to two roadways of opposite directions on the longitudinal road bridge in the upper level. The leftmost lane along a forward moving direction of vehicle on the bridge in the longitudinal road bridge is defined as a universal lane of the longitudinal road bridge. The rightmost lane along a forward moving direction of vehicle under the bridge in the transverse roadway is defined as a universal lane of the transverse roadway. The interchange platform is connected to four universal lanes.

Abstract: A multifunctional and multi-story crossroad for intensive land use relates to urban road construction engineering and solves technical problems of urban traffic jams through space division and streamlined design, without occupying the land outside the road. It achieves: operating smoothly without red lights, large vehicle-free intersection space on the ground, large parking areas, long “side of the road” border between the parking area and roads, bicycle exclusive system. Technical elements include: learning from building design, multi-story crossroad, “Turning Right and Looping Back technique”, “exclusive bikeway interlayer”, “adding a lane”, and “large steps above ramp of a tunnel.” It is a combination of a smoothly flowing crossroad technique, viaduct and the tunnel. The main purposes are: for new construction and renovation of crossroad in congested cities, and development of city fast lanes, elevated roads and tunnels.

Abstract: Probe data including points with geographic locations and heading angles are identified for a geographic area. A translation is performed on the points in the probe data in a predetermined direction orthogonal to the corresponding heading. The translated points are aggregated according to a location grid. The aggregated points are analyzed from the location grid according to the heading. A potential location for a center of a roundabout road formation is determined based on the analysis.

Abstract: A spiral road junction system for connecting a plurality of highway spokes via a spiral road junction comprising adjacent-spoke connecting roads associated with each highway spoke, and a ring-road interchange traversing all the highway spokes. The ring-road interchange provides a continuous path from a slip road diverging from an entry highway spoke to an access road merging with an exit highway spoke.

Abstract: One embodiment of a traffic intersection lane and signal system for improving intersection capacity and safety. Through traffic is stopped by signal means (22) a distance away from the intersection. Turning traffic on turn lanes (10) and (14) have an option to proceed and queue on lane segments (12) and (16) respectively, then complete the turning maneuvers during phase ?7 and phase ?1 respectively. The through traffic released from signal means (22) arrives at the intersection at the time opposing left turn phase ?5 expires and through phase ?6 starts, and passes through the intersection without significant delay. A set of detectors (50) and signal means (52) located before the presignal help drivers to make stop decisions, and another set of detectors (54) and signal means (56) located before the intersection provide last second warning to drivers who ran the red light at the presignal. This system accommodates left-handed or right-handed driving conventions.

Abstract: A time series myoelectric potential signal is acquired, which is representative of time series activity amount of a muscle of a driver when the driver is performing a driving operation on the vehicle, the muscle being involved in the driving operation. Based on the acquired time series myoelectric potential signal, a parameter value indicative of a fluctuation amount of the time-series myoelectric potential signal and an average value of the myoelectric potential signal are obtained. Drivability of the vehicle is evaluated based on the obtained parameter value and the obtained average value.

Abstract: Method for building structures, particularly passages under operating railways or the like. The invention relates to a method for considerably reducing the occurrence and duration of temporary service interruptions required for building underpasses. After temporarily interrupting service on the tracks (9) and placing said tracks perpendicular to the site in the embankment of the passage that is to be built, the top of the embankment is cleared of soil in order to allow the deck (4) to be built and sealed (7), then the work area is backfilled (8) and the tracks are put back in place in order to allow traffic to resume at the end of the service interruption period. The side walls (10) of the passage are built by digging channels down to the foundation, placing reinforcement and pouring cement therein, then the interior of the passage is graded in preparation for the eventual permanent bottom slab (16).

Abstract: Disclosed is an apparatus, system, and method to utilize a plurality of road markers to aid a vehicle in merging into a lane. The lane that the merging vehicle desires to merge into is determined. Further, the position of the merging vehicle is determined. Target vehicles are then notified about the merging vehicle utilizing the plurality of road markers.

Abstract: A traffic-light-free overpass at intersections has roads arranged as follows: arranging from west to east a straight lane for ground-level motor vehicles, a straight lane for ground-level non-motor vehicles and pedestrians, a left-turn lane for ground-level motor vehicles, a right-turn lane for elevated motor vehicles; arranging from east to west a straight lane for elevated motor vehicles, a straight lane for elevated non-motor vehicles and pedestrians, a left-turn lane for elevated motor vehicles, a right-turn lane for ground-level motor vehicles; arranging from south to north a straight lane for underground motor vehicles, a straight lane for underground non-motor vehicles and pedestrians, a right-turn lane for elevated motor vehicles, a left-turn lane for elevated motor vehicles, a section of straight lane for elevated motor vehicles, a left-U-turn lane for underground motor vehicles; arranging from north to south a straight lane for underground motor vehicles, a straight lane for underground non-motor ve

Abstract: The Flow Boulevard concepts provide a system of transportation improvement for urban and suburban existing development and or new development. The system provides the optimization of vehicular capacity and level of service for at grade interrupted flow facilities without the widening of streets. The system is comprised of single and couplet street configurations that allow corridors and networks to be developed that have vehicles flowing without stopping throughout the corridor or network. Benefit of true bus rapid transit is attained by removing the necessity to stop at signals and with only stopping for boarding and alighting of bus riders. Consolidation of population increases in low density settings by introducing medium density corridors can dramatically reduce vehicular miles traveled in suburban locations to conserve resources and reduce greenhouse gases. The system of improvement is both inexpensive by using existing streets and has little impact on existing development by not widening streets.

Abstract: An overpass, including: a main road, an auxiliary road, a turntable, a cross-shaped viaduct, a sidewalk, an elevated bicycle lane, an elevated bicycle parking layer, and a first lower level floor. The main road includes: a first lower level main connecting lane. The auxiliary road includes: a first lower level auxiliary connecting lane. The turntable includes: a plurality of bus stops, taxi docking stations, and outer pedestrian ladders. The cross-shaped viaduct includes: a dual-line bridge and a single-line bridge. The first lower level floor includes a first lower level parking lot. The main road and the auxiliary road cross intersect at the turntable. The cross-shaped viaduct crosses above the turntable and is connected to the main road and the auxiliary road. The dual-line bridge is connected to the main road and the single-line bridge is connected to the auxiliary road.

Abstract: A crossover for travel paths is provided. The crossover includes a primary travel path having a first pathway arranged for travel in a first direction and a second pathway arranged for travel in a second direction, and a secondary travel path having a third pathway arranged for travel in a third direction and a fourth pathway arranged for travel in a fourth direction. A main bridge crossover is provided so that the first and second pathways cross each of the third and fourth pathways without intersecting at grade. Two minor bridge crossovers are provided, each constructed and arranged so that the third and fourth pathways cross each other without intersecting, at grade. Lane communication is provided between select exits and entrances to minimize weaving traffic patterns, additional flyovers are minimized and no 270-degree loops are required, providing continuous traffic flow.

Abstract: A three-dimensional urban road system capable of intensively utilizing land and avoiding traffic jam is provided, including a straight section, a longitudinal slope section and an intersection. The straight section and the intersection are connected to form a road network. The longitudinal slope section is connected with the straight section, realizing connection between the straight section and the ground. The straight section includes a bottom road, a parking layer and a running layer; parallel ramps for small cars only arranged such that small cars in the straight section can switch among the three layers. Roads are changed into three layers: the upper running layer for small cars; the middle parking layer, a transfer layer for parking and connecting the ground road and the upper running layer; and the bottom road for large vehicles. Large vehicles and small cars are completely shunted, thus effectively solving the problem of traffic jam.

Abstract: A cross street station and interchange for use at the intersection of a local traffic artery with significant pedestrian-oriented improvements and features that runs between but not through two communities and a primary traffic artery that divides two dissimilar communities. It uses a variable bi-level regional mass transit platform for ticketed passengers lowered from the upper level of the cross street station and interchange to the street level and provide a platform level with the regional mass transit vehicle floor and a ramp to the height elevation of the sidewalk to disembark arriving regional mass transit passengers and allow for the boarding of the new mass transit passengers. The cross street station and interchange includes in close proximity to this platform a metropolitan mass transit stop on the primary traffic artery and local community transit services stop on the local traffic artery that can also accommodate paratransit passengers.

Abstract: An underpass under an intersection has a first underground level for pedestrians, accessible by one or more pedestrian accesses from the street level, a second underground level for vehicles, accessible by one or more vehicle accesses from the street level, wherein the first underground level enables pedestrians to safely cross a street underneath the intersection, and contains establishments for the pedestrians, and the second underground level provides vehicle parking. In an embodiment, tunnels connect the levels under adjacent intersections. An improved method has the steps of installing one or more pedestrian levels below ground having pedestrian accesses at selected street corners on the street above, installing establishments in the one or more pedestrian levels, and installing one or more vehicle levels below the pedestrian levels having one or more vehicle accesses at the side of streets above, wherein vehicle levels provide vehicle parking.

Abstract: A transit system has an elevated controlled roadway system, a plurality of powered transport vehicles with steerable front wheels having a common width dimension, and both manual controls and an on-board computer (OBC) system for control on the elevated roadway, a master computer system communicating with the OBCs, enabled thereby to determine location of transport vehicles and to control velocity of the transport vehicles, and outwardly-angled guide curbs along opposite sides of the roadway surface, and spaced apart at a dimension larger than the common width dimension. The front wheels of the transport vehicles, by virtue of the angle of the guide curbs, provide a region of contact to vehicle wheels only at a relatively thin line near the outside diameter of each wheel, and wherein the guide curbs or the front wheels at the region of contact, or both, are surfaced with a low-friction material.

Abstract: A traffic resource allocation method is provided for allocating traffic resources around an intersection formed by a first road and a second road. The method includes dividing the first road into two or more first lanes at a first direction and two or more second lanes at a second direction opposite but parallel to the first direction. The method also includes dividing the second road into two or more third lanes at a third direction and two or more four lanes at a fourth direction opposite but parallel to the third direction. Further, the method includes controlling traffic movements in the intersection by allocating traffic permit to both pedestrian traffic and vehicle traffic on the first road and the second road. The method also include, when permitting pedestrian traffic along the first direction and the second direction, permitting through vehicle traffic along the first direction and the second direction, and prohibiting turn traffic at any of the first, second, third, and fourth directions.

Abstract: The present invention is a traffic-weaving-free grade-separated road junction that provides for continuous flow of traffic and provides exterior exits and entrances only (i.e., it provides right-side exits and entrances only where the convention is for traffic to keep to the right, but provides left-side exits and entrances only where the convention is for traffic to keep to the left). Two of the embodiments have two loop ramps and require as few as two bridges. Two other embodiments have no loop ramps and require as few as three bridges. In addition, four other embodiments have one loop ramp and require as few as three bridges; two other embodiments have no loop ramps and require as few as four bridges; and two embodiments provide U-turn ramps, have no loop ramps, and require as few as three bridges.

Abstract: An interchange for road and freeways that allows for a constant movement of traffic via entrances and exits from a circular road accessible from all directions.

Abstract: The present invention relates to a system of superstructures carrying renewable energy means along a section comprising, or in the proximity of a circulation area and addresses the goal of minimizing the visual impact resulting from such superstructures by means of a variation of at least some of the design parameters of said superstructures or of respective renewable energy means, preferentially at least as perceived by people circulating along said section. The present invention further relates to a section, for example of a traffic infrastructure, presenting such system of superstructures.

Abstract: Disclosed is a nonstop traffic system using a half (½) cloverleaf and a traffic method applied with the same, including a loop-type traffic system for connecting a half (½) cloverleaf (100) to half (½) underground U-turn lanes (200E, 200W, 200S and 200N) that can make vehicles drive and pedestrians walk nonstop in every direction without relation to traffic signals at existing intersections or roadways for left-turn and U-turn, and crosswalks. The half (½) cloverleaf (100) is constructed at existing intersections and the half underground U-turn lanes (200E, 200S, 200S and 200N) are constructed on left-turn roadways in existing four directions (East, West, South and North) that connect to the intersections, U-turn roadways and crosswalks.

Abstract: An automatic delivery system for an infrastructure comprising passenger transportation, freight delivery, electrical grid, oil, gas, water pipelines, communication, sewer removal, etc. The automation at the current state of technology is mostly achieved by enclosing the delivery system inside of an enclosure for achieving automatic weather independent transportation and eliminating costs related to protecting the aforementioned infrastructure components from outside elements. In addition, the system is simple enough to avoid traffic and collisions automatically by processing in real time just a single piece of information: a location of each vehicle; as the result, the system is inexpensive since no hardware is necessary for between-vehicles communications, for road condition detection, for GPS, etc. Plus every person will be able to use transportation on-demand with or without sharing a commute and at a desired comfort level including but not limited to entertainment, exercise, working on the go, etc.

Abstract: In a vehicle guideway having a vehicle track, a guidance system is provided comprising one or more guide curbs installed along a length of the guideway, and a low-friction coating or coatings presented by the curbs, a vehicle's tires, or both, the coating or coatings reducing friction and wear in the event of contact between the tires and the one or more guide curbs.

Abstract: Systems and methods for improved vehicular movement between first and second crossing roadways. The systems employ multiple turn roadways to permit a vehicle traveling on one of the crossing roadways to appropriately turn and continuously travel onto the other of the crossing roadway. The systems are adaptable to use in conjunction with either left side of the road vehicle movement or right side of the road vehicle movement. In addition, the systems and methods can be adapted for use in conjunction a roadway crossing whereat at least one of the roads is for forwarded vehicle movement in only one direction.

Abstract: A crossover for travel paths is provided. The crossover includes a primary travel path having a first pathway arranged for travel in a first direction and a second pathway arranged for travel in a second direction, and a secondary travel path having a third pathway arranged for travel in a third direction and a fourth pathway arranged for travel in a fourth direction. A main bridge crossover is provided so that the first and second pathways cross each of the third and fourth pathways without intersecting at grade. Two minor bridge crossovers are provided, each constructed and arranged so that the third and fourth pathways cross each other without intersecting, at grade. Lane communication is provided between select exits and entrances to minimize weaving traffic patterns, additional flyovers are minimized and no 270-degree loops are required, providing continuous traffic flow.

Abstract: The invention pertains to the field of the construction and installation of an elevated highway for moving transport means on different levels. The elevated highway for transferring and arranging transport means on different levels comprises pillars, at least three one-way traffic lanes, and entrance and exit sections. The elevated highway includes external and internal crossings for the transport means. The external crossings are adapted so that arc-shaped inclined traffic lanes are provided against the end traffic lanes on one or another floor of the multi-floor elevated highway on the external side from the ground road traffic lanes as well as from one floor to the other, for the entrance or exit of transport means into or out of the elevated highway and for their transfer from one floor to any other floor.

Abstract: A transportation system for rider propelled vehicles, zero-emission vehicles, and pedestrians is disclosed. The system includes pathways (517, 317, 717, 519, 119, 319, 719, 919, 523, 123, 323, 723, 923, 525, 325, 725) that are integrated into a building structure (101) or a series of building structures (100, 300, 500, 700, 900) connected by bridges (34, 35, 36, 37, 30, 31, 32, 33) which have an overall downward sloping grade. Elevators (515, 520, 522, 527, 115, 120, 122, 127, 315, 320, 322, 327, 715, 720, 722, 727, 915, 920, 922, 927) are utilized to transport riders, vehicles, and pedestrians to the integrated pathway.

Abstract: Systems and methods for improved vehicular movement between first and second crossing roadways. The systems employ multiple turn roadways to permit a vehicle traveling on one of the crossing roadways to appropriately turn and continuously travel onto the other of the crossing roadway. The systems are adaptable to use in conjunction with either left side of the road vehicle movement or right side of the road vehicle movement. In addition, the systems and methods can be adapted for use in conjunction a roadway crossing whereat at least one of the roads is for forwarded vehicle movement in only one direction.

Abstract: In a vehicle guideway having a vehicle track, a guidance system is provided comprising one or more guide curbs installed along a length of the guideway, and a low-friction coating or coatings presented by the curbs, a vehicle's tires, or both, the coating or coatings reducing friction and wear in the event of contact between the tires and the one or more guide curbs.

Abstract: Systems for improved vehicular movement between first and second crossing roadways. The systems employ multiple turn roadways to permit a vehicle traveling on one of the crossing roadways to appropriately turn and continuously travel onto the other of the crossing roadway. The systems are adaptable to use in conjunction with either left side of the road vehicle movement or right side of the road vehicle movement. In addition, the systems can be adapted for use in conjunction a roadway crossing whereat at least one of the roads is for forwarded vehicle movement in only one direction.

Abstract: Systems for improved vehicular movement between first and second crossing roadways. The systems employ multiple turn roadways to permit a vehicle traveling on one of the crossing roadways to appropriately turn and continuously travel onto the other of the crossing roadway. The systems are adaptable to use in conjunction with either left side of the road vehicle movement or right side of the road vehicle movement. In addition, the systems can be adapted for use in conjunction a roadway crossing whereat at least one of the roads is for forwarded vehicle movement in only one direction.

Abstract: Embodiments of the present invention recite a computer implemented method and system for creating a road model. In one embodiment, an identification of an intersection of a first road and a second road is received. At least one designated elevation is received at which the first road and the second road should merge. Finally a united layer is automatically created for the intersection wherein a first plurality of strings defining the first road and a second plurality of strings defining the second road intersect at the at least one designated elevation.

Abstract: The double-deck covered roadway (5) has an upper road (30) for light vehicle traffic and a lower road (25) for heavy, industrial vehicle traffic. The roadway is an intelligent system, having an access control computer (ACC) (55) limiting access of the roadways to the appropriate vehicles. Signal emitters, receivers and/or repeaters (40) for microwave, cell phones short-range radio, or the like may be provided. The roadway is covered, and has a slanted roof structure (7). Solar panels (10) are disposed atop the slanted roof structure (7). Spindles (8) may be provided that can pull off or pull on an optional protective cover for the solar panels (10). An indoor services module (50) houses the ACC (55) and other service systems. The underside of the upper roadway (30) can provide attached or embedded monitoring systems, road lighting, signal light boards (60) to communicate with drivers, etc.

Abstract: A roadway arrangement comprises a first road segment; an upper bridge mounted for rotational movement about a pivot axis relative to the first road segment; a lower bridge, including one or more upwardly extending segments; and a second road segment. As a vehicle travels from the first road segment and starts moving across the upper bridge, the upper bridge will rotate downward about the pivot axis and will continue to rotate until the one or more upwardly extending segments of the lower bridge extend through respective openings defined by the upper bridge, at which time the vehicle will transition from driving on the road surface as defined by the upper bridge to driving on the road surface as defined by the upwardly extending segments of the lower bridge. The movement of the upper bridge produces work, which can then be used for power generation.

Abstract: Systems for improved vehicular movement between first and second crossing roadways. The systems employ multiple turn roadways to permit a vehicle traveling on one of the crossing roadways to appropriately turn and continuously travel onto the other of the crossing roadway. The systems are adaptable to use in conjunction with either left side of the road vehicle movement or right side of the road vehicle movement. In addition, the systems can be adapted for use in conjunction a roadway crossing whereat at least one of the roads is for forwarded vehicle movement in only one direction.

Abstract: Disclosed is a nonstop traffic system using a half (½) cloverleaf and a traffic method applied with the same, including a loop-type traffic system for connecting a half (½) cloverleaf (100) to half (½) underground U-turn lanes (200E, 200W, 200S and 200N) that can make vehicles drive and pedestrians walk nonstop in every direction without relation to traffic signals at existing intersections or roadways for left-turn and U-turn, and crosswalks. The half (½) cloverleaf (100) is constructed at existing intersections and the half underground U-turn lanes (200E, 200S, 200S and 200N) are constructed on left-turn roadways in existing four directions (East, West, South and North) that connect to the intersections, U-turn roadways and crosswalks.

Abstract: An example method of expanding a highway have a multiple lanes passing under a highway overpass bridge having a center pier is described. The center pier may be between lanes passing in opposite directions. The center pier may be replaced with two replacement central piers having a gap there between. Additional lanes may be added through the gap between the replacement central piers. Various methods of construction and detailed designs for such bridges are also described.

Abstract: A structure for supporting vehicular traffic is supported by the ground and includes a panel and first and second longitudinally-extending foundations. The panel has a top surface on which vehicular traffic is supported, a bottom surface opposite the top surface, first and second lateral sides, a leading side and a trailing side. The leading and trailing sides space the first and second longitudinal sides from each other. The first and second longitudinally-extending foundations cooperate to support the panel such that a space is defined between the road surface panel and a surface of the ground.

Abstract: A method for constructing a traffic intersection is disclosed. One version of the intersection includes a protected turn-around lane that allows traffic to turn around and proceed in the opposite direction. The protected turn-around lane provides for a protected turn without having a traffic indicator phase dedicated to protecting such a turn. Another version of the intersection includes an overpass and a protected path through the overpass allowing traffic to turn around and travel in substantially the opposite direction. Another version of the intersection includes an overpass and a protected turn-around lane.