A bridge construction and configurable gantry crane equipment kit includes plurality of interconnectable trusses, support legs, and interchangeable carriages. Each of the interconnectable trusses are attachable to each other. The plurality of interconnectable trusses is configured to form frame structures having varying lengths. The support legs are attachable to the frame structures. The support legs are configured to elevate the frame structures. The interchangeable carriages are configured to engage the frame structures such that the carriages are movable along the lengths of the support structures. At least one of the interchangeable carriages includes paving equipment. At least one of the interchangeable carriages includes material transportation equipment.

A bridge construction and configurable gantry crane equipment kit includes plurality of interconnectable trusses, support legs, and interchangeable carriages. Each of the interconnectable trusses are attachable to each other. The plurality of interconnectable trusses is configured to form frame structures having varying lengths. The support legs are attachable to the frame structures. The support legs are configured to elevate the frame structures. The interchangeable carriages are configured to engage the frame structures such that the carriages are movable along the lengths of the support structures. At least one of the interchangeable carriages includes paving equipment. At least one of the interchangeable carriages includes material transportation equipment.

A bridge sliding device includes a slide rail assembly, a first sliding component on the rail, and a second sliding component on the first. The second component locks at the start of the first, and the bridge deck truss's weight causes the first component's end to tilt slightly, allowing it to easily cross the junction between the temporary support platform and the bridge pier. This facilitates the smooth crossing of both the first and second components over the junction. Once the first sliding component is in place, the second component unlocks and continues sliding, increasing the travel distance of the bridge deck truss. The device ensures smoother movement of the components, enhancing construction efficiency.

A crawler bridge (10) having a bridge section (12) for bridging across opposite sides of a gap G. The bridge section (12) being connected to a support structure (14) which has a pair of elongate beams (16,17), that are spaced apart and generally parallel. The beams (16,17) each including leading and trailing feet (18,19). The bridge section (12) is attached to the beams (16,17) for relative movement forward and backward along the beams (16,17) and vertically up and down. The crawler bridge (10) has a first mode of operation when the leading and trailing feet 18,19 of the beams (16,17) are in engagement with a ground surface, in which the bridge section (12) is supported by the support structure (14) elevated above the ground surface and is movable forward and backward along the beams (16,17) and vertically up and down. The crawler bridge (10) has a second mode of operation when the bridge section (12) has been moved downward relative to the beams (16,17) and into engagement with a supporting surface, in which the leading and trailing feet (18,19) of the beams (16,17) are lifted away from the supporting surface and the beams (16,17) are movable forward and backward relative to the bridge section (12) and vertically up and down relative to the bridge section (12).

A crawler bridge (10) having a bridge section (12) for bridging across opposite sides of a gap G. The bridge section (12) being connected to a support structure (14) which has a pair of elongate beams (16,17), that are spaced apart and generally parallel. The beams (16,17) each including leading and trailing feet (18,19). The bridge section (12) is attached to the beams (16,17) for relative movement forward and backward along the beams (16,17) and vertically up and down. The crawler bridge (10) has a first mode of operation when the leading and trailing feet 18,19 of the beams (16,17) are in engagement with a ground surface, in which the bridge section (12) is supported by the support structure (14) elevated above the ground surface and is movable forward and backward along the beams (16,17) and vertically up and down. The crawler bridge (10) has a second mode of operation when the bridge section (12) has been moved downward relative to the beams (16,17) and into engagement with a supporting surface, in which the leading and trailing feet (18,19) of the beams (16,17) are lifted away from the supporting surface and the beams (16,17) are movable forward and backward relative to the bridge section (12) and vertically up and down relative to the bridge section (12).