Glossary of Snow and Ice Control Terms
by Dewey Amsler
September 2006
(Note: If you feel you can improve the definition of any term, please contact Dewey directly or Dick Hanneman at the Salt Institute
Snow Plow Terms
Snow Plowing Terms
Strategic and Tactical Terms
Ice Control Materials Terms
Operational Procedure Terms
Materials Spreader Terms
Pavement Condition Terms
Winter Weather Terms
Air Foil A device placed on the back of a dump body or materials spreader that redirects and accelerates air passing over the truck. This is intended to keep the rear of the truck and materials spreader reasonably clear of snow build-up.
Angle of Attack The horizontal angle (less than 90o) formed in plan view where the plow blade face deviates from a position that is parallel to the front grill of the plow truck
Blade or Cutting Edge The replaceable portion of a plow that is closest to and is in contact with the pavement surface
Ice blade A specialized plow blade that is designed to cut ice; these blades are usually placed on underbody plows that have down pressure capability
Moldboard The portion of a plow between the top and the blade
One-Way Plow or Funnel Plow A front mounted plow that will only cast snow in one direction (usually to the right)
Reversible Plow A front mounted plow that is adjustable to cast snow: left, right, or straight ahead
Snow Blower, Snow Thrower or Rotary Plow. A front mounted device, comprised of augers that move the snow to an impeller that throws the snow through a chute
“V” Plow A front mounted plow that simultaneously cast snow to the left and right
Variable Geometry Plow This is a front mounted plow with the ability to change the geometry of the moldboard
Wing Plow. A plow mounted
on either side of the side of the truck, or both, that extends the plowing width
of a front plow or an underbody plow; can also be used for benching.
Benching or Shelving Removing the upper portions of accumulations of snow on the shoulder or near- shoulder, usually with a wing plow.
Close Echelon Plowing. Snow plows that are arrayed across the pavement in a way that prevents traffic from passing the operation. This prevents traffic from passing through windrows of plowed snow and is the safest and most cost effective procedure for high volume multi lane highways.
Snow Plowing The displacement of snow from paved surfaces with plows and wing plows.
Snow Removal Physically relocating areas of accumulated snow. This is usually a slow operation that may be accomplished with loaders and snow blowers
Tandem Plowing Snow plows that operate in sequence, at a distance apart, that allows traffic to safely pass the operation.
Windrow or Berm A linear
(parallel to highway center line) accumulation of snow cast by a plow, other
equipment or wind.
Anti-icing. This is a proactive strategy that places and maintains a sufficient quantity of ice control chemicals on the pavement surface before or very soon after precipitation or ice formation begins. This is done to prevent bonding of snow and/or ice to the pavement. It can also be employed after a successful deicing operation. When anti-icing methods are properly employed, they can achieve high levels of service for sustained periods of time.
Deicing. This is a reactive strategy for dealing with snow or ice that has already bonded to the pavement surface. Deicing is most effectively accomplished by spreading a coarse graded (rock salt) solid or pre-wet solid ice control chemical on the surface of the bonded snow or ice. The coarse particles will melt through the snow and ice, break the bond, and then produce a chemical solution that flows across the pavement surface between the packed snow/ice and road surface. Any loose snow or ice should be removed by subsequent plowing. Sufficient time is necessary to allow the salt to work before plowing commences.
Delayed Treatment. Delaying or not applying ice control materials is a tactic that may be used in support of the anti-icing strategy. Road and weather conditions must be closely monitored to ensure success with this tactic. This tactic should be considered when pavement temperature is likely to remain above freezing, or during “dry” snow and blowing snow events where pavement surface temperature is below 15o F and there is no residual ice control chemical on the pavement. Chemicals should not be applied in conjunction with plowing operations at these low temperatures or when plowing blowing and drifting snow at these low temperatures. Usually snow will not bond to the pavement and can be effectively removed by plowing alone. Traffic will whip the rest of the snow away. In this situation chemicals, or the chemicals in abrasives, may make the snow stick to the pavement, causing icy spots that require continuing treatment.
Level of Service (LOS) Desired or observed pavement conditions at various points in time, during and after winter weather events
Temporary Friction Improvement. This
is an immediate and short- term improvement in surface friction that is
achieved by spreading abrasives or abrasives/chemical mixtures on the snow/ice
surface. This method may be used in low level of service situations and where
low pavement temperatures exist (below 15o F). It is also useful on
unpaved roads (with no chemical or the least amount of chemical possible). A
major disadvantage of this method is that its effectiveness degrades quickly
with traffic. Therefore, it is very important to monitor road conditions to
determine if additional treatment is necessary.
Ice Control Materials Terms
Abrasives Any solid material applied to the pavement to
increase friction
Anti-caking Agent A substance added to solid ice control
chemicals to prevent caking or adhesion of the individual particles
Brine A solution of one or more salts Chemical Concentration.
The percent (by weight ) of a chemical in a liquid or solid product Chemical Dilution Reducing
chemical concentration by adding water or other substances Chemical Form The physical
state of the chemical (solid or liquid) Endothermic Absorbs heat
or becomes colder when going into solution
Eutectic Concentration The solution concentration that will
produce the eutectic temperature. Eutectic Temperature The
lowest temperature that an ice control chemical will melt ice or prevent ice
from forming
Exothermic Gives off heat or becomes warmer when going into
solution Gradation or Grain Size
Distribution This is the proportion of solid material that is retained on
specified screen sizes Hydrometer A device used
to measure the specific gravity of liquids Hygroscopic The property of
having the ability to draw water from the air Ice Control Chemical. Any
chemical applied to surfaces that will prevent ice from bonding or melt ice that
has already formed Liquid Chemical The liquid
form of a chemical or combinations of chemicals; usually a solution Mixed Abrasives A mixture
of abrasives and ice control chemicals Phase Diagram A graph that
shows the relationship between: solution concentration, solution freezing point
and solution (pavement) temperature Solution A generally clear
combination of water and other dissolvable substances
Circle of Safety A visual technique used by equipment operators to gain
awareness of evolving situations all around the equipment
Passive Snow Control The control of blowing and drifting snow by using snow
fence, plantings or highway design features
Pre-Wetting Adding a liquid ice control chemical, or water to solid ice
control chemicals before placement on the road
Snow, Beat, Route or Run Maps These are maps that show individual or
groups of snow plow routes under various level of service and available
equipment conditions; hazards and special treatment areas are usually identified
Treatment Cycle Time The time it takes for a truck to return
to retreat a point on the beat/run, after treatment, including any reloading
time; if reloading is required for every treatment run, it could be the time
between leaving the loading point for successive treatment runs
Wet Run Driving the snowplow route, beat or run during winter
weather conditions to identify features that may impact snow plowing or and
materials spreading
Automatic Anti-Icing /Deicing Systems Liquid
chemical distribution systems that are placed at strategic highway and bridge
locations that automatically apply liquid ice control chemical to the road when
specified conditions are present
Dry Run Driving the snowplow route, beat
or run in non- snow and ice conditions to become aware of features that may
impact snow plowing and spreading materials
Pre-Treating Placing an ice control
chemical on the road before the beginning of a winter weather event
Materials Spreader Terms
Application Rate
The amount of material being discharged per lane
mile by the spreader or distributor (pounds per lane mile or gallons pr lane
mile) [discharge rate divided by the number of lanes being treated]
Calibration The procedure for determining that the desired rates of discharge are capable of being delivered by the materials spreader, and what settings of the control features will produce the desired rates
Discharge Rate The amount of material being discharged, per mile, by the spreader or distributor (pounds pr mile or gallons per mile)
Spread Pattern The transverse distribution of the ice control product across the highway (middle third, full width, high side wheel path, strips, etc.)
Ground Speed Control the material being distributed by the spreader is automatically controlled to deliver the proper application rate, regardless of ground or truck speed
Pavement Condition
Terms
Black Ice A popular term
for a very thin coating of clear, bubble free, homogenous ice that forms on a
pavement; there are a number of mechanisms that will produce thin ice Blow-Over A relatively
minor accumulation of snow on the road that is primarily deposited by the wind.
Road or lane closure would be unlikely if not removed. Damp There is a light
coating of moisture on the pavement, with no visible water drops Dry No wetting is apparent
on the pavement surface Frost A “white”
non-homogenous coating of ice that usually forms on surfaces when the air
temperature is above freezing Hard Pack or Snow Pack
This is formed when saturated snow is compacted by traffic, usually accompanied
by a drop in temperatures and the resulting ice is bonded to the pavement.
Loose Snow Unconsolidated snow that can be blown by the
traffic or wind into windrows, or off the road Slush An accumulation of
snow that lies on an impervious base and is saturated with water in excess of
the freely drained capacity. It will not support any weight when stepped or
driven on but will “squish” until the base support is reached. Snow Drift A significant
accumulation of snow on a road that is primarily deposited by the wind. If not
removed timely, road or lane closure could result. Thick Ice A much thicker
coating of ice on the pavement than thin ice, formation may result from:
freezing rain, freezing of ponded water, or freezing of melt water that is not
able to drain properly. It may be clear or milky in appearance, and is generally
smooth although it can have a rough surface Thin Ice A thin, clear
coating of ice where the pavement surface can be seen; often called black ice Wet The road is surface
saturated with water from rain or melt water. Runoff and puddles may nor may not
be present Ice/Pavement Bond
Compacted snow or ice that
adheres to the pavement so strongly that only ice control chemicals or
increasing pavement temperature will break the bond
Blizzard A long duration, wide area, snow event that is characterized by a heavy rate of snowfall, high winds and low temperatures.
Blowing Snow Airborne snow that is primarily being transported by the wind; precipitation may or may not be occurring
Drizzle Light rain that is characterized by very small individual water droplets
Freezing Rain. Super cooled droplets of liquid precipitation falling on a surface whose temperature is below or slightly above freezing, resulting in a hard, slick, generally thick coating of ice commonly called a glaze or clear ice or non-super cooled raindrops falling on a surface whose temperature is well below freezing will also result in a glaze.
Frost. Also called hoarfrost. Ice crystals in the form of scales, needles, feathers or fans deposited on the surfaces cooled by radiation or other process. The deposits may be composed of drops of dew frozen after deposition and of ice formed directly from water vapor at a temperature below 32o F (sublimation). Frost most often occurs when air temperature is above32 degrees F and pavement temperature is 32o F or below and is at or below Dew Point.
Heavy Rain Rain, seemingly falls in sheets; individual drops are not identifiable; heavy spray can be observed several inches above the pavement surface
Heavy Snow Snow that is falling at a rate of more than 1 inch per hour and visibility is less than ¼ mile
Light Rain Small liquid droplets falling at a rate such that individual drops falling on a wet surface are easily detectable
Light Snow. Snow falling at the rate of less than ½ inch per hour: visibility is greater than ½ mile
Moderate Rain Liquid drops that are falling are not clearly identifiable on the pavement surface and spray form the falling drops is observable just above surface
Moderate Snow. Snow falling a rate of ½ inch to 1 inch per hour per hour; visibility is greater than ¼ mile and less than ½ mile
Radiometer or Infra Red Thermometer A non-contact device that measures the surface temperature of pavements and other objects
R.W.I.S. (Road and Weather information System) A system that is comprised of atmospheric and weather sensors, pavement temperature and chemical sensors, a computer and software system for arraying data and data analysis and a communications system to move the data from point of measurement to the end user
Sleet. or Ice Pellets A frozen mixture of rain and snow (pellets) that had been partially melted by falling through a layer of the atmosphere having a temperature above freezing, and subsequently refrozen by a colder layer or air near the surface of the earth
White-out A short duration situation, within a snow storm, where visibility drops to only a few feet.
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