A compactor vibration system, apparatus, and method that selectively provide access to vibration control settings. The control can include receiving a setting for a first set of selectable amplitudes of vibration force at which to operate a vibratory system for a first predetermined amount of time, operating the vibratory system during the first predetermined amount of time by inducing the vibration force at amplitudes by the vibratory system, wherein the amplitudes of the vibration force are selected from among the first set of selectable amplitudes, and after the first predetermined amount of time, changing the setting to a second set of selectable amplitudes of the vibration force that is different from the first set of selectable amplitudes.

An asphalt density estimation system includes a measurement device configured to output a measurement signal; a time synchronization unit configured to sample the measurement signal to obtain a sampled measurement signal and identify periodic sampling points of the sampled measurement signal across a plurality of periods. The system also includes a time synchronous averaging unit configured to construct a modified measurement signal in the time domain by: for at least one sampling point within the period, averaging a plurality of the periodic sampling points across periods to obtain an average periodic data point for the at least one sampling point, and constructing the modified measurement signal using the average periodic data point for the at least one sampling point. The system further includes a density calculation unit configured to determine asphalt density values based on the modified measurement signal; and a display unit configured to display the determined asphalt density values.

A method for assisted operating support for a ground compaction machine, comprising the steps of: controlling the ground compaction machine by an operator; detecting at least one of the parameters travel speed, change in travel speed and/or reversal of direction of travel, or at least one variable correlating with one of said parameters; determining a time at which a reversal of the ground compaction machine takes place from the at least one parameter or the at least one variable detected in step b); detecting a steering angle of the ground compaction machine and/or a vibration input of a vibration exciter into the ground, or a variable correlating with the steering angle or with the vibration input, within a time interval and/or a distance around the time determined in step c) and/or around a location of the ground compaction machine at this time; comparing the steering angle and/or vibration input within the interval and/or the distance as detected in step d) with predetermined reference values for a target steering angle and/or a target vibration input; outputting and/or storing a result of the comparison.

A method for estimating material compaction can include creating compaction lookup tables based on total drive motor current and slope angle for each of a plurality of machine types. The method can include receiving telematics data related to total drive motor current for an individual machine and receiving telematics data related to a slope angle for the individual machine. The method can further include receiving a machine type of the individual machine and selecting a compaction lookup table corresponding to the individual machine type. A compaction value is determined from the selected lookup table based on the total drive motor current and the slope angle.

A method for operating a compaction machine is disclosed. The method includes monitoring, by a traction sensing device, a front traction associated with a front driving member. The method further includes monitoring, by the traction sensing device, a rear traction associated with a rear driving member, the front driving member and the rear driving member being propelled through at least one motor. The method further includes comparing, by a controller coupled to the traction sensing device, the front traction with the rear traction to obtain a compared traction. The method further includes identifying, by the controller, a condition in which one of the front driving member or the rear driving member spins higher than the other when the compared traction exceeds a predefined threshold traction.

An autonomous stability control system may include a sensing system configured to collect position and orientation data about a work machine on a construction site and a controller. The controller may be configured to receive or generate a work path plan, operate the work machine according to the work path plan, continually or periodically monitor the orientation data from the sensing system, compare the orientation data to a vibration slope threshold, and, when the orientation data exceeds the vibration slope threshold, deactivate a vibration system of the work machine.

Systems, methods, and apparatuses can determine weight of a machine using rolling resistance. The machine may be electrified, either all-electrically powered or partially electrically powered. The rolling resistance can be determined based on motor signaling from one or more motor sensors that sense motor characteristics (e.g., drawn current) from one or more electric motors that drive the machine. The weight of the machine can be determined using the determined rolling resistance. Weight information can be output for display on a display and/or for storing in computer-readable storage onboard and/or offboard the machine.

A compaction control system for and methods of accurately determining properties of compacted and/or existing ground materials is disclosed. The compaction control system includes a compaction machine that further includes a vibratory drum (or roller). The compaction machine is equipped with sensors to determine position and heading, vibration amplitudes at selected frequencies, and material type and moisture content information. Further, the compaction control system includes a controller and certain algorithms for processing the sensor information. Namely, a method is provided of using the sensor information to assess the improvement in compaction and then determine whether and/or when further ground improvement solutions are needed.

A construction-vehicle autonomous travel control device to correct a steering angle so as to direct to a target point set on a target track includes: an expected arrival point calculator to calculate an expected arrival point of a vehicle to arrive after a predetermined time based on a vehicle speed and a steering angle; and a corrected steering angle calculator to calculate a corrected steering angle so as to direct the expected arrival point to the target point.

The disclosure is directed towards a system for compacting a work area. The system includes a compactor, a first compaction sensor positioned on a forward end of the compactor, a second compaction sensor positioned on a rearward end of the compactor, and a controller. The controller is configured to receive a first compaction data associated with the work area from the first compaction sensor. The controller is further configured to determine a first compaction effort based on the first compaction data and control the compactor to perform compaction with the determined first compaction effort. The controller is configured to receive a second compaction data associated with a compacted first portion from the second compaction sensor and determine a variance between the first and the second compaction data. Furthermore, the controller is configured to determine a correlation between the variance and the first compaction effort to determine a second compaction effort.