Calculator is fast, correct, user friendly and it is free to use. With Civil Engineering Calculators you could do tedious task simply in few click. Sieve analysis of aggregate play an important role for determining particle size on large samples of aggregate are necessary to ensure that aggregates perform as intended for their specified use. Many factors are considered in the soil testing such as liquid limit of soil, water content determination, sieve analysis of soil and many other factors.
Soil testing is the first and most prior step for any good reputed construction company. The entire weight of the structure is to be hold by the soil. Thus the lifespan of a building is completely based on type of concrete technology used. Concrete technology allows the construction of structures that would last for decades, if not centuries. The planning phase of the project and the financial budget allocation is purely based on mathematics of several factors. A simple Civil Engineering Calculator tool is a collection of Civil Engineering calculations for Civil Engineers and Students to calculate different types of civil related units which are utmost importance before implementing any project. Mathematics equations play a vital role for Civil Engineer to study various prospects such as cost factor, blending of aggregates, sieve analysis, soil test, environment engineering test. Stone Matrix Asphalt (SMA) ( 19-mm SMA (Binder (intermediate) course)).Stone Matrix Asphalt (SMA) ( 13-mm SMA (Wearing course)).Slury Seal ( Type III (Minimum Layer Thickness - 6-8 mm)).Slury Seal ( Type II (Minimum Layer Thickness - 4-6 mm)).Slury Seal ( Type - I (Minimum Layer Thickness - 2-3 mm)).Surfacing Dressing ( Nominal size - 6 mm).Surfacing Dressing ( Nominal size - 10 mm).Surfacing Dressing ( Nominal size - 13 mm).Surfacing Dressing ( Nominal size - 19 mm).Close-Graded Premix Surfacing / Mixed Seal Surfacing (MSS) ( Type B).Close-Graded Premix Surfacing / Mixed Seal Surfacing (MSS) ( Type A).Bituminous Concrete ( Grading – II (Nominal maximum aggregate size (13.2 mm))).Bituminous Concrete ( Grading – I (Nominal maximum aggregate size (19 mm))).Dense Bituminous Macadam (DBM) ( Grading – II (Nominal maximum aggregate size (26.5 mm))).Dense Bituminous Macadam (DBM) ( Grading – I (Nominal maximum aggregate size (37.5 mm))).Bituminous Macadam ( Grading–II (Nominal maximum aggregate size (19 mm))).Bituminous Macadam ( Grading – I (Nominal maximum aggregate size (40 mm))).Water Bound Macadam Sub-Base / Base (WBM) ( Grading For Screenings - Grade B (11.2 mm)).Water Bound Macadam Sub-Base / Base (WBM) ( Grading For Screenings - Grade A (13.2 mm)).Water Bound Macadam Sub-Base / Base (WBM) ( Coarse Aggregates (53 mm to 22.4 mm)).Water Bound Macadam Sub-Base / Base (WBM) ( Coarse Aggregates (63 mm to 42 mm)).Grading for Granular Sub-base Materials (GSB) ( Grading - VI).Grading for Granular Sub-base Materials (GSB) ( Grading - V).Grading for Granular Sub-base Materials (GSB) ( Grading - IV).Grading for Granular Sub-base Materials (GSB) ( Grading - III).Grading for Granular Sub-base Materials (GSB) ( Grading - II).Grading for Granular Sub-base Materials (GSB) ( Grading - I).Gallon per minute X 0.06309 = Liter per secondīasic Conversions a Civil Engineer on Site Must Learn useful for civil engineer in field work. Pound per square inch X 6.894 = Kilopascal Standard conversion factors INCH = 25.4 MILLIMETRE FOOT = 0.3048 METRE YARD = 0.9144 METRE MILE = 1.6093 KILOMETER ACRE = 0.4047 HECTARE POUND = 0.4536 KILOGRAM DEGREE FARENHEIT X 5/9 – 32 = DEGREE CELSIUS MILLIMETRE= 0.0394 INCH METRE = 3.2808FOOT METRE = 1.0936YARD Convert USCS into SI Units USCS unit X Factor = SI unit Read More General responsibilities of the Site Engineer Earth work in excavation of foundation trenches or drains, Qty = 24295 %cum Rate = Rs. In some cases earthworks will be in % Cum wherein you will need to divide the amount by 100.1 tonne or 1 MT(usually referred as MT in BOQs) is 1000 KGs. 1 ton and 1 tonne are different things.
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