Described are a method and system for coordinating the delivery and placement of concrete loads at a job site, and more particularly to adjusting a set time value or value range of the concrete loads, thereby to facilitate finishing or other concrete placement activities. In exemplary embodiments, the adjustments can be made based on an assessment of previously placed concrete loads. The set time values or value ranges of the concrete can be monitored and adjusted to achieve desired properties during installation and/or in its hardened state.

A system and method for automatically controlling concrete batch mixing cycles and for training an operator to minimize the mixing cycles, includes receiving real time mixer motor power measurements; detecting an initial peak value among the real time mixer motor power measurements; determining, by a processor, an initial amount of water to add to a concrete batch; waiting a first time period to determine a first supplemental amount of water to add to a concrete batch; and, then, periodically determining additional supplemental amounts of water to add to a concrete batch; until, the real time mixer motor power measurements meet a pre-determined target mixer motor power value, responsive to which, one or more outputs are activated, such as a user interface indicator that the batch is ready, or an optional electronic signal to a batch control system to dump the batch, or both.

Aspects involve estimating transitions in properties of a concrete mixture prior to batching and during transport of the mixture from a first location, such as a concrete batch plant, to a second location, such as a job site and controlling a mixture of ingredients for concrete in response. A tool may execute a method for estimating an initial temperature at batching and a change in temperature of the concrete mixture during transport due to the exothermic reaction of the mixture, percentages and types of ingredients of the mixture, and/or environmental factors along a transit route. A control system at the concrete batching plant may control one or more components of the concrete batch plant in response to the estimated temperature change, such as a dispenser of an ingredient of the mixture and/or a heating or cooling mechanism to adjust the temperature of an ingredient of the concrete mixture.

A device for producing a concrete includes a cement premixer for mixing a cement suspension, the cement premixer having an ultrasonic probe for preparing a cement suspension, a crystallization tank arrangement with the first crystallization tank, for increasing the early strengths of the concrete, and a concrete mixer for producing a concrete mixture from the premixed cement suspension, in particular with the addition of aggregates.

Method and system to measure and monitor the grey water content in a rotating concrete mixer drum mixer truck using a sensor attached to the interior of the concrete mixer drum. By measuring the grey water content before a batching process takes place, the batched water (and cement content and admixture type and content) can be modified in order to maintain expected performance of the batched load in terms of both strength and rheology, or more simply, some or all of the grey water can be discharged from the concrete mixer drum before batching.

Disclosed are dosing methods for mitigating the deleterious effect of clays, which are born or conveyed by sand aggregates, crushed rock, gravel, and other aggregates used in the manufacture of concrete, upon the dosage efficiency of cement dispersants added into concrete. Instead of introducing the entire clay mitigation agent (CMA) into the aggregate material before or during batching in the cement batch plant in a singular, upfront dose, the present invention comprises administering CMA doses on at least two instances in a rotatable truck-mounted mixer drum, wherein at least 21%-100% of the total CMA added into the concrete is added after initial batching of water, cement binder, and clay-bearing aggregates in the rotatable truck-mounted mixer drum during the transit portion of the delivery between initial batching at the cement batch plant and the pour event at the job site.

A method for mixing concrete constituents that generally has a step of rotating a drum having a probe mounted inside the drum and immerged in the concrete constituents being mixed inside the drum; a step of receiving a first set of pressure values indicative of pressure exerted on the probe by the concrete constituents, the pressure values of the first set being taken at different circumferential positions of the probe during a single rotation of the drum; a step of determining a deviation of the pressure values of the first set from reference data; and a step of reducing a rotation speed of the drum upon determining that the deviation is lower than a threshold value.

The rheological probe generally has a base; an inner member fixedly connected to the base and extending away from the base, the inner member having in succession a base portion proximate to the base, and a tip away from the base, and a deformable portion located between the base portion and the tip; a shell member covering the inner member, the shell member having a proximal portion being pivotally connected to the base for pivoting about a pivot axis when subjected to a resistance pressure imparted by a relative movement of the probe in a rheological substance, and a distal portion, the distal portion being engaged with the tip, the shell member having mating features being pivotally engaged with corresponding features of the base, the mating features being located on transversally opposite sides of the proximal portion; and a deformation sensor mounted to the deformable portion.

The present invention provides methods and devices for secure computing device start up. The method includes generating a public/private key pair and signing a software image and obtaining a first time stamp and a second time stamp. The method further includes combining the signed software image, the first time stamp and the second time stamp into a bundle and deploying the bundle. During secure start up, the method includes authenticating the signed software image, the first time stamp and the second time stamp and booting the computing device if authentication passes. The computing device aborts booting the computing device if the authentication process fails.

There is described a method for determining a volume of fresh concrete being discharged from a dmm during a discharge, the drum being rotatable and having inwardly protruding blades mounted inside the drum which, when the drum is rotated in an unloading direction, force the fresh concrete towards a discharge outlet of the drum. The method generally has discharging a volume of the fresh concrete from the drum by rotating the drum in the unloading direction for a given number of discharge rotations; obtaining discharge flow rate variation data indicative of a discharge flow rate varying as function of discharge rotations; and determining a discharged volume value indicative of the volume of fresh concrete being discharged from the drum of the mixer truck during said discharge based on the given number of discharge rotations and on the discharge flow rate variation data.