This document discloses novel conduits for telecommunications lines, such as optical fibers. In an aspect, a conduit might have a body defining one or more channels into which optical fibers can be inserted. In another aspect, the body might have a first face that is substantially planar and a second face opposing the first face. The second face might a low-rise arc profile and/or might be configured to be installed into a depression in a material. Also disclosed are methods and tools for installing, using, and/or removing such conduit.

Disclosed is an anti-slab height control system and related method for regulating the elevational position of an anti-slab mounted to a cold planer configured for milling a roadway. The cold planer includes a milling drum. The system comprises an anti-slab, a position sensor, a controller and an actuator. The controller is configured to determine an actuator adjustment based on a predetermined height, position data and a cutting depth of the milling drum. The position data is indicative of a current elevational position of the anti-slab. The actuator is configured to move the anti-slab based on the actuator adjustment from the current elevational position to a first elevational position, wherein the bottom side of the anti-slab is disposed at the predetermined height above the roadway when the anti-slab is in the first elevational position.

Disclosed is an anti-slab height control system and related method for regulating the elevational position of an anti-slab mounted to a cold planer configured for milling a roadway. The cold planer includes a milling drum. The system comprises an anti-slab, a position sensor, a controller and an actuator. The controller is configured to determine an actuator adjustment based on a predetermined height, position data and a cutting depth of the milling drum. The position data is indicative of a current elevational position of the anti-slab. The actuator is configured to move the anti-slab based on the actuator adjustment from the current elevational position to a first elevational position, wherein the bottom side of the anti-slab is disposed at the predetermined height above the roadway when the anti-slab is in the first elevational position.

A concrete float, float assembly, float adapter and interface, and float vibration apparatus and methods are described. A concrete float has improved surfaces, and structures for controlling flow of wet concrete. An interface such as may be included in a quick attach/release configuration may be integrated on a float, and/or may be added onto a float for quick attach/release of a pivot assembly. Adapters may ease attachment or release of an assembly, and may be an interengaging element, such as a sliding dovetail as an interengaging element, or an adapter may be used to place an assembly in tension to secure the assembly. A vibration assembly may be included and configured to have a low center of mass, can have a user display, an accelerometer, and/or other components. A pivot assembly may be included for easier use by an operator, and may include a user display, quick release mechanisms.

An expansion joint design for supporting transfer loads. The system includes an elongated core and at least one longitudinal load-transfer member which are bonded together.

The invention relates to an edge guard for a road milling machine and to a runner segment for such an edge guard. According to the present invention, the runner segment comprises an insertion projection that can be inserted into an insertion receptacle of the edge guard.

An expansion joint design for supporting transfer loads. The system includes an elongated core and at least one longitudinal load-transfer member which are bonded together.

An expansion joint design for supporting transfer loads. The system includes an elongated core and at least one longitudinal load-transfer member which are bonded together.

A longitudinal groove forming instrument 11 is provided on a base plate bottom face of a screed 7, 8. The longitudinal groove forming instrument 11 comprises a plurality of beam members 12. The beam members 12 are disposed in parallel with the direction of travel of the screed as the axial direction. A longitudinal groove 20 is formed by the beam members 12 pressing into a leveled face when leveling a pavement face and moving in the direction of travel for leveling while the beam members are being pressed down.

A longitudinal groove forming instrument 11 is provided on a base plate bottom face of a screed 7, 8. The longitudinal groove forming instrument 11 comprises a plurality of beam members 12. The beam members 12 are disposed in parallel with the direction of travel of the screed as the axial direction. A longitudinal groove 20 is formed by the beam members 12 pressing into a leveled face when leveling a pavement face and moving in the direction of travel for leveling while the beam members are being pressed down.