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FROST QUALITY RESOURCE GROUP

CLIFTON PARK-USA

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FROST QUALITY RESOURCE GROUP
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Company Address: 629 Plank Rd # 203,CLIFTON PARK,NY,USA 
ZIP Code:
Postal Code:
12065-2043 
Telephone Number:  
Fax Number: 5183714530 (+1-518-371-4530) 
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Email:
 
USA SIC Code(Standard Industrial Classification Code):
874201 
USA SIC Description:
Business Management Consultants 
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Company News:
  • Top or Bottom of Footing? | Eng-Tips
    Frost depth always has been and should be to the bottom of the footing You are trying to avoid a condition where frost occurs in the soil directly under a footing and in which case the soil expands (or rather the moisture freezes and expands within the soil matrix) and dislocates the footing
  • Avg. Max. Frost Depth in South Carolina | Eng-Tips
    Concur with blackwed, however assuming a frost depth of 6 inches anywhere in South Carolina is a typical, very conservative assumption The state currently uses IBC 2003
  • Can foundation weight allow avoidance of frost depth? | Eng-Tips
    A contractor is suggesting the use of 1ft deep, very wide concrete slab to support heavy rotating equipment The local jurisdiction has a required frost depth 42in Can a very heavy foundation (while still below the allowable bearing capacity of the soil) eliminate the need to go below the 42"
  • Drilled Pier Frost Heave | Eng-Tips
    Hello, I am currently designing concrete drilled piers, and per the geotech report, the recommendations incur a 1600 psf design stress for potential frost heave The recommendations also state that placing friction reducing material can be considered as an alternate option to prevent damage
  • Frost Heave Calculation | Eng-Tips
    Frost heave can easily be several inches in northern states with frost-susceptible (silty) soils and a shallow water table or just poor drainage On the other hand, dry, clean, sand or gravel may freeze without heaving Heave can vary a lot from year to year depending on moisture conditions and weather
  • Crushed stone size limitation for non-expansive frostfree fill
    Hi, Guys, Need help here I remember there was a thread before, which discusses about the crushed stone size for use as non-expansive frostfree fill But I
  • Which soils are most susceptible to frost heaving? | Eng-Tips
    However there is still some potential for frost heave, especially of there are variations in the soil As mentioned in the other thread, would be best to insulate footings having inadequate cover (side of wall below grade and laterally over footing) to maintain soils thawed under footing
  • How is frost depth determined calculated? | Eng-Tips
    If frost depth is determined for a county, how many tests do they perform before the county is satisfied with their estimate of frost depth? Is climate change taken into account in frost depth calculations? It seems to me that there are a ton of variables that could affect frost depth, so am just curious how these numbers are typically determined
  • Preheat coil on AHU - cold climate | Eng-Tips
    The "frost thermostat" you mention is commonly called a freezestat It is normally an averaging sensor installed downstream of the preheat coil, and it is wired into the fan control circuit to shut down the fan if the temperature approaches freezing
  • How to insulate a shallow water line | Eng-Tips
    The frost line here is approximately 42" and the water within the sprinkler system will not be flowing unless there is a fire in the building, so we believe that there is a real pottential for the water within the line to freeze My question is: how can i determine an R-value for the soil above the water line?




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