New Hampshire Concrete Cutting
Manchester, NH
Call Now 603-622-4441

Concrete Cutting - Core Drilling - Wall Sawing - Flat Sawing

Concrete Cutting Home
Concrete Cutting Services
Convert Your Single Family
Employment Opportunities
Frequently Asked Questions
Installing a Precast Bulkhead
Basement Remodeling
Do It Your Self Concrete Cutting
What is Concrete Cutting?

Amherst Concrete Cutting
Concrete Cutting Antrim
Concrete Cutting Atkinson
Concrete Cutting Auburn
Concrete Cutting Bedford
Concrete Cutting Bennington
Concrete Cutting Brentwood
Concrete Cutting Brookline
Concrete Cutting Candia
Concrete Cutting Chester
Concrete Cutting Danville
Concrete Cutting Deerfield
Concrete Cutting Deering
Concrete Cutting Derry
Concrete Cutting East Kingston
Concrete Cutting Epping
Concrete Cutting Exeter
Concrete Cutting Francetown
Concrete Cutting Fremont
Concrete Cutting Goffstown
Concrete Cutting Greenfield
Concrete Cutting Greenland
Concrete Cutting Greenville
Concrete Cutting Hampstead
Concrete Cutting Hampton
Concrete Cutting Hampton Falls
Concrete Cutting Hancock
Concrete Cutting Hillsborough
Concrete Cutting Hollis
Concrete Cutting Hudson
Concrete Cutting Kensington
Concrete Cutting Kingston
Concrete Cutting Litchfield
Concrete Cutting Londonderry
Concrete Cutting Lyndeborough
Concrete Cutting Manchester
Concrete Cutting Mason
Concrete Cutting Merrimack
Concrete Cutting Milford
Concrete Cutting Mont Vernon
Concrete Cutting Nashua
Concrete Cutting New Boston
Concrete Cutting New Castle
Concrete Cutting Newfields
Concrete Cutting Newington
Concrete Cutting New Ipswich
Concrete Cutting Newmarket
Concrete Cutting Newton
North Hampton
Concrete Cutting Northwood
Concrete Cutting Nottingham
Concrete Cutting Pelham
Concrete Cutting Peterborough
Concrete Cutting Pinardville
Concrete Cutting Plaistow
Concrete Cutting Portsmouth
Concrete Cutting Raymond
Concrete Cutting Rye
Concrete Cutting Salem
Concrete Cutting Sandown
Concrete Cutting Seabrook
Concrete Cutting Sharon
South Hampton
Concrete Cutting Stratham
Concrete Cutting Temple
Concrete Cutting Weare
Concrete Cutting Wilton
Concrete Cutting Windham
Concrete Cutting Windsor

Concrete Cutting Sawing Bennington NH New Hampshire

Welcome to AffordableConcreteCutting.Net

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

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

We Are Your Local Concrete Cutter

Call 603-622-4441

We Service Bennington NH and all surrounding Cities & Towns

“No Travel Charges – Ever! Guaranteed!”

Concrete Cutting Bennington NH           

Concrete Cutter Bennington NH 

Concrete Coring Bennington NH            

Core Drilling Bennington NH                   

Concrete Sawing Bennington NH

Concrete Sawing Bennington New Hampshire

Concrete Cutting Bennington New Hampshire

Concrete Cutter Bennington New Hampshire  

Concrete Coring New Hampshire           

Core Driller Bennington NH                     

Core Drilling Bennington New Hampshire                    

We offer coring and core drilling services to Bennington NH.

It frequently happens that the top layers must be removed from rock because the surface rock has become disintegrated by exposure to the atmosphere. Nothing further needs to be done to a subsoil of this kind.

(b) Compressible Subsoil. These include soils which might be considered as firm soils for light buildings such as dwelling-houses, but which could not withstand the concentrated pressure that would be produced, for example, by the piers or abutments of a bridge. Such soils may be made sufficiently firm by methods described later.

(c) Semi-Fluid Subsoil. These are soils such as are frequently found on the banks or in the beds of rivers, which are so soft that they cannot sustain without settlement even the load of a house, to - say nothing of a heavier structure. Nor can they be materially improved by any reasonable method of compression. The only possible method of placing a heavy, structure in such a locality, consists in sinking some sort of a foundation through such soft soil until it reaches and is supported by a firm soil or by rock, which may be 50 or even 100 feet below the surface. The general methods of accomplishing these results will be detailed in the following sections. The first step is to excavate the surface soil to the depth at which it would be convenient to place the foundation and at which the soil appears, from mere inspection, to be sufficiently firm for the purpose. An examination of the trenches or foundation pits with a post-auger or steel bar will generally be sufficient to determine the nature of the soil for any ordinary building. The depth to which such an examination can be made with a post-auger or steel bar will depend on the nature of the soil. In ordinary soils there will not be much difficulty in extending such an examination 3 to 6 feet below the bottom of the foundation pits. In common soils or clay, borings 40 feet deep (or even deeper) can readily be made with a common wood-auger, turned by men. From the samples brought up by the auger, the nature of the soil can be determined; but nothing of the compactness of the soil can be determined in this manner. In order to test a soil to find its compressive value, the bottom of the pit should be leveled concrete forms considerable area, and stakes should be driven at short intervals in each direction. The elevations of the tops of all the stakes should be very accurately taken with a spirit level. For convenience, all stakes should be driven to the same level. A mast whose base has an area one foot square can support concrete forms which may be loaded with several tons of building material, such as stone, brick, steel, etc. This load can be balanced with sufficient closeness so that some very light guys will maintain the unstable equilibrium of the concrete forms. As the load on the concrete forms is greatly increased, at some stage it will be noted that the mast and concrete forms have begun to sink slightly and also that the soil in a circle around the base of the mast has begun to rise. This is indicated by the rising of the tops of the stakes. Even a very ordinary soil may require 'a load of five or six tons on a square foot before any yielding will be observable. One advantage of this method lies in the fact that the larger the area of the foundation, the greater will be the load per square foot which may be safely carried, and that the- uncertainty of the result is on the safe side. A soil which might yield under a load concentrated on a mast one foot square, would probably be safe under that same unit-load on a continuous footing which was perhaps three feet wide; and if, in addition, a factor of safety of three or four was used, there would probably be no question as to the safety. Such a test need be applied only to an earthy soil.

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

We Are Your Local Concrete Cutter

Call 603-622-4441

We Service Bennington NH and all surrounding Cities & Towns