Frequently Asked Questions
The square foot price varies greatly depending on the size, location, and scope of the work. Call (218) 626-1822 for a free estimate.
On new asphalt, we recommend staying off for 2-3 days, depending on the weather. This will give the surface time to cool and harden. On a newly seal coated surface, we recommend a 24-hour cure time before opening up for traffic.
This depends on the frequency of use, and the expected loads to be placed on the surface. For residential driveways, in most instances 2 1/2 inches of compacted Bituminous is sufficient.
With proper design, installation, and proper maintenance, you can expect 15 to 20 years out of your asphalt. Proper maintenance would entail regular crack fill and seal coating, and at least one corrective overlay in a 20 year time span.
We recommend this application, as it will help prevent damage to pavement due to organic growth.
You can put asphaltic pavement over concrete, with the understanding that reflective cracking may occur. Meaning that as the concrete underneath cracks, it is possible the asphalt will as well.
We recommend sealing after 90 days of complete installation of the new surface.
Annual preventative maintenance is crack filling as new cracks appear. You should expect to seal coat every 2 to 3 years depending on the traffic and the condition of the surface.
Please see our Asphalt Paving FAQ’s for more information about our paving process and recommendations.
For any unanswered questions:
Please contact us at (218) 626-1822 or send your questions via email at firstname.lastname@example.org.
Your Project Estimator is also available anytime to answer your questions.
Frost Action and Frost Heaving
Frost action or heaving is something that occurs every winter here in the Northland. This can mean big problems for an asphalt surface if the initial installation was not done properly. Frost action is a two-step process. The freezing of soil water, and the thawing of the soil water. For pavement, frost action can become a major concern when either A) the freezing phase is accompanied by noticeable heaving in the pavement surface, or B) the thawing phase is accompanied by noticeable softening of the sub-base.
Heaving of the pavement from frost action is termed frost heave. Frost heave induces uneven support of the pavement structure. When loads (such as cars) pass over the area, cracks may form on the surface. The heaving is caused by the formation of ice lenses in the soil below the pavement. The size of the ice lens depends on the quantity of water available in the water table around the area at the time. The ice lens will continue to grow as long as a source of water is available. Water will migrate to the lens from all directions, above, below, and from the sides. The water migration can occur as far as 20 feet away from the initial ice lens. Eliminating the supply of water from the soil is virtually impossible. Good drainage can partially reduce the quantity of water available to feed an ice lens and cause frost heave. Some soils are more susceptible to the formation of an ice lens than others. Silts or silty clay soils are considered among the most frost susceptible. Silt, due to the small size of its particles, or gradation, permits the flow of water by capillary action through its pores. Other soils considered frost susceptible include fine sands, clayey gravel and rock flour, dirty sands and gravels, and glacial tills.
Soils that can be considered to be non-frost susceptible are very clean mixtures of sand and gravel. These soils drain freely by gravity and do not create capillary moisture movement. Frost heave can be found most often in the following locations; Transitions from cut to fill, where ditches are inadequate or non-existent, over culvert pipes, adjacent to driveways that dam roadside ditches and collect water, and wherever there is an abrupt change in sub-grade material. Not all frost heaving is detrimental to pavement. Uniform heaving will most likely be noticeable to the eye or to vehicles. There is typically no bumps or rolls, as the whole surface has heaved uniformly and presents no maintenance problem. Heave is destructive only during the freezing or frozen phase, when it varies sharply, causing uneven support to the pavement. To prevent frost heave problems, highly susceptible soils should be replaced or stabilized. Frost heave spots should be drained with tile drains, and ditches should be kept clean and free of clutter that prevents the flow of water away from the pavement.