Mix Design
Cement concrete mixes to IS 10262 and IS 456, and Marshall bituminous mix design to MoRTH and IRC.
Material properties vary from source to source, and poor-quality material can weaken a structure for its entire life. Our laboratory tests cement (physical and chemical), concrete cubes, TMT and structural steel, aggregates, bricks, construction water, tiles, stone, GI products and waterproofing compounds as per the relevant IS codes.
The properties of construction materials vary from place to place, and these variations can affect the strength and durability of a structure. The engineering properties of aggregates, such as grain size, specific gravity, flakiness and elongation, play a significant role in this.
The compressive strength of cement can also decline when it is stored improperly or for long periods in godowns before use on site. It is therefore essential to confirm the physical properties of cement well before it is used in construction.
The compressive strength and durability of concrete are also frequently reduced by an incorrect water–cement ratio, whether too much or too little water is used. In addition, soluble salts present in the water used for construction can damage a building over time.
For these reasons, all construction materials should be tested for their inherent properties in accordance with the relevant Indian Standards before construction begins. Proper quality control tests, such as cement concrete mix design, are therefore essential for the safe design of every civil engineering structure.
IS 456IS 10500
Suitability for construction purposes; suitability for drinking purposes
IS 1130
Water absorption, specific gravity, hardness (Mohs scale)
IS 3622
Water absorption, transverse strength
IS 1237IS 13801
Wet transverse strength, water absorption, abrasion value, dimensions
IS 777IS 13753IS 13754IS 13755IS 13756
Water absorption, crazing, impact resistance and chemical resistance
IS 1868
Thickness of anodic coating
IS 277
Mass of coating
IS 1239
Galvanising, weight per metre, wall thickness and outside diameter
IS 278
Weight per metre, diameter, pitch of barbs, tensile strength, breaking load, galvanising
IS 1786IS 808IS 2062IS 1977IS 1730IS 1732
Mechanical testing: mass per metre run, tensile strength, percentage elongation, 0.2% proof stress, bend test, rebend test. Chemical analysis: carbon, sulphur, phosphorus
IS 1161IS 1239
Tensile strength, yield strength and percentage elongation; bend / flattening test; weight per metre; chemical analysis
IS 456IS 516
Compressive strength
IS 1077
Water absorption and compressive strength; efflorescence; dimension test
IS 383IS 2386
Grading / fineness modulus; silt content; impact value; crushing value; abrasion value; specific gravity; water absorption; flakiness index; bulk density; stripping test; soundness test; deleterious materials; organic impurities; alkali–aggregate reactivity; ten percent fines value
IS 269IS 8112IS 12269IS 1489
Complete physical tests (fineness, initial and final setting time, specific surface area, soundness, compressive strength); complete chemical analysis
Chemical analysis
Chemical analysis to determine the mix ratio by the calcium oxide method; chemical analysis to determine the mix ratio by the silica method
IS 2645
Permeability, setting time, compressive strength and water-soluble chloride content
IS 3316
Compressive strength, specific gravity, water absorption
IS 1322
Pliability; storage sticking test; sheet resistance; water absorption; percentage bitumen content
IS 4031:1968Methods of Physical Tests for Hydraulic Cement
fineness by dry sieving; specific surface of cement; soundness; consistency of standard cement paste; initial and final setting time; compressive strength; compressive strength of masonry cement; compressive and transverse strength of plastic mortar; heat of hydration of low heat Portland cement; drying shrinkage of Portland pozzolana cement; specific gravity of hydraulic cement; air content of cement mortar; water retentivity of masonry cement
IS 4032:1968Methods of Chemical Analysis of Hydraulic Cement
sampling; reproducibility of results; chemical analysis of hydraulic cement other than Portland slag cement and Portland pozzolana cement; determination of free lime in Portland cement; chemical analysis of Portland slag cement; chemical analysis of Portland pozzolana cement; pozzolanicity test for Portland pozzolana cement; staining test for masonry cement (determination of water-soluble alkali)
IS 269:1989Ordinary Portland Cement, 33 Grade
IS 8112:1989Ordinary Portland Cement, 43 Grade
IS 12269:1989Ordinary Portland Cement, 53 Grade
IS 455:1989Portland Slag Cement
IS 1489 (Part 1):1991Portland Pozzolana Cement Specification, Part 1: Fly Ash Based
IS 1489 (Part 2):1991Portland Pozzolana Cement Specification, Part 2: Calcined Clay Based
IS 1199:1959Methods of Sampling and Analysis of Concrete
sampling of fresh concrete in the field; securing and preparing test specimens from hardened concrete; workability tests (slump test, compacting factor test, flow table test and Vee-Bee consistometer test); analysis of freshly mixed concrete; determination of weight per cubic metre, yield, cement factor and air content of freshly mixed concrete; air content of freshly mixed concrete by the pressure method; cement content of hardened Portland cement concrete; determination of changes in length on drying and wetting (initial drying shrinkage, drying shrinkage and moisture movement)
IS 516:1959Methods of Tests for Strength of Concrete
IS 456:1978Plain and Reinforced Concrete (Revised in 2000)
Section 1 – General; Section 2 – Materials, Workmanship, Inspection and Testing; Section 3 – General Design Requirements; Section 4 – Special Design Requirements for Structural Members and Systems; Section 5 – Structural Design (Limit State Method); Section 6 – Structural Design (Working Stress Method)
IS 10262:1982Recommended Guidelines for Concrete Mix Design
IS 101:1964Methods of Test for Ready Mixed Paints and Enamels
IS 1727:1967Methods of Test for Pozzolanic Materials
IS 2386 (Part I):1963Particle Size and Shape
sieve analysis; material finer than 75 micron; flakiness index; elongation index; angularity number
IS 2386 (Part II):1963Estimation of Deleterious Materials and Organic Impurities
clay lumps; clay and fine silt; lightweight pieces; soft particles; organic impurities
IS 2386 (Part III):1963Specific Gravity, Density, Voids, Absorption and Bulking
specific gravity and water absorption; bulk density and voids; bulking of fine aggregate; surface moisture in fine aggregate
IS 2386 (Part IV):1963Mechanical Properties
aggregate crushing value; ten percent fines value; aggregate impact value; aggregate abrasion value; polished stone value; crushing strength
IS 2386 (Part V):1963Soundness
IS 2386 (Part VI):1963Mortar-Making Properties of Fine Aggregate
IS 2386 (Part VII):1963Alkali–Aggregate Reactivity
IS 2386 (Part VIII):1963Petrographic Examination
IS 3495:1976Methods of Test for Burnt Clay Building Bricks
IS 1077:1976Specification for Common Burnt Clay Building Bricks
IS 456:1978Plain and Reinforced Concrete (Revised in 2000)
Section 1 – General; Section 2 – Materials, Workmanship, Inspection and Testing; Section 3 – General Design Requirements; Section 4 – Special Design Requirements for Structural Members and Systems; Section 5 – Structural Design (Limit State Method); Section 6 – Structural Design (Working Stress Method)
Tell us your requirement.
We carry out the site investigation or collect your samples.
We test as per IS, IRC and MoRTH standards.
You receive a detailed report with recommendations.
Soil, cement, concrete, steel, aggregates, bricks, bitumen, water, timber, plywood and boards, tiles, stone, GI products and waterproofing compounds. We also carry out earth resistivity, groundwater and contour surveys.
The relevant Indian Standards (IS codes), Indian Roads Congress (IRC) codes and MoRTH specifications.
Our laboratory is approved by CPWD, MES, Airport Authority of India, BSNL, All India Radio and other departments.
[Owner to confirm: drop-off at the lab and/or collection from site.]
Cement concrete mixes to IS 10262 and IS 456, and Marshall bituminous mix design to MoRTH and IRC.
Assess the quality of existing concrete without damaging the structure.
Durable roads depend on tested materials and correct design.