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Concrete Cutting Sawing Bedford NH New Hampshire

Welcome to AffordableConcreteCutting.Net

“We Specialize in Cutting Doorways and Windows in Concrete Foundations”

Are You in Bedford New Hampshire? Do You Need Concrete Cutting?

We Are Your Local Concrete Cutter

Call 603-622-4441

We Service Bedford NH and all surrounding Cities & Towns

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Concrete Cutting Bedford NH      

Concrete Cutter Bedford NH        

Concrete Coring Bedford NH       

Core Drilling Bedford NH              

Concrete Sawing Bedford NH

Concrete Sawing Bedford New Hampshire

Concrete Cutting Bedford New Hampshire       

Concrete Cutter Bedford New Hampshire         

Concrete Coring New Hampshire           

Core Driller Bedford NH                

Core Drilling Bedford New Hampshire   

We provide core drilling and coring services in Bedford New Hampshire.      

Large stones should be removed from the clay, and it should also be free from vegetable matter. Sufficient sand and water should be added to make a homogeneous mass. If too much sand is used, the puddle will be permeable; and if too little is used, the puddle will crack by shrinkage in drying. It is very important that clay for making puddle should show great cohesive power and also the property of retaining water. A simple test to find the cohesive property can easily be made. A small quantity of the clay is mixed with water and made into a roll about 1 inch in diameter and 8 to 10 inches long; and if, on being suspended by one end while wet, it does not break, the cohesive strength is ample. The test to find its water-retaining properties is made by mixing up 1 or 2 cubic yards of the clay with water, making it into a homogeneous plastic mass. A round hole is made in the top of the mass, large enough to hold 4 or 5 gallons of water. The hole is filled with water, and the top covered and left 24 hours; when the cover is removed, the properties of the clay will be indicated by the presence or absence of water. The clay should be spread in layers about 3 inches thick and well chopped with spades, aided by the addition of sufficient water to reduce it to a pasty condition. Water should be given a chance to pass through freely as the clay is being mixed. The different layers, as they are mixed, should be bonded together by the spade passing through the upper layer into the under layer. The test for thorough puttering is that the spade will pass through the layer with ease, which it will not do if there are any hard lumps. When a large amount of puddle is required, harrows are sometimes used instead of spades. Each layer of clay is thoroughly harrowed, aided by being sprinkled freely with water, and is then rolled with a grooved roller to compact it. Puddle, when finished, should not he exposed to the drying action of the air, but covered with dry clay or sand. It would be impossible to over-emphasize the importance of foundations, because the very fact that the foundations are underground and out of sight detracts from the consideration that many will give to the subject. It is probably true that a yielding of the subsoil is responsible for a very large proportion of the structural failures which have occurred. It is also true that many failures of concrete cutting, especially those of arches, are considered as failures of the superstructure, because of breaks occurring in the concrete cutting of the superstructure, which have really been due, however, to a settlement of the foundations, resulting in unexpected stresses in the superstructure. It is also true that the design of foundations is one which calls for the exercise of experience and broad judgment, to be able to interpret correctly such indications as are obtainable as to the real character of the subsoil and its probable resistance to concentrated pressure. The character of soil on which it may be desired to place a structure, varies all the way from the most solid rock to that of semi-fluid soils whose density is but little greater than that of water. The gradation between these extremes is so uniform that it is practically impossible to draw a definite line between any two grades. It is convenient, however, to group subsoil into three classes, the classification being based on the method used in making the foundation. These three classes of subsoil are: (a) Firm; (h) Compressible; and (c) Semi-fluid.

(a) Firm Subsoil. These comprise all soils which are so firm, at least at some reasonably convenient depth that no treatment of the subsoil or any other special method needs to be adopted to obtain a sufficiently firm foundation. This, of course, practically means that the soil is so firm that it can safely withstand the desired unit-pressure. It also means that a soil which might be classed as firm soil for a light building should be classed as compressible soil for a much heavier building.

Are You in Bedford New Hampshire? Do You Need Concrete Cutting?

We Are Your Local Concrete Cutter

Call 603-622-4441

We Service Bedford NH and all surrounding Cities & Towns