Setting Time Test of Concrete as per ASTM C403

Setting Time Test of Concrete ASTM C403

Setting Time Test of Concrete The setting of concrete is a gradual process, and therefore its initial and final setting times must be defined by specified measurable criteria. The penetration resistance method determines these times from the resistance offered by the mortar fraction sieved from fresh concrete. Reference ASTM C403/C403M – Time of Setting of … Read more

Initial Surface Absorption Test of Concrete – [IS 516 (Part 2/Sec 2): 2020]

Initial Surface Absorption Test of Concrete ISAT as per IS 516 Part 2 Sec 2

Concrete durability is often governed not only by its compressive strength but also by the quality of its surface zone. The outer layer of concrete is the first line of defence against rainwater, moisture and other environmental actions. A concrete surface that absorbs water rapidly may indicate poor finishing, inadequate curing, a porous surface layer … Read more

Compressive Strength Test of Concrete (ASTM C39 & IS 516)

Compressive strength test of concrete ASTM C39 vs IS 516

On almost every construction project, thousands of concrete cubes or cylinders are cast and tested. Yet obtaining an accurate result involves much more than simply placing a specimen in a compression testing machine. Factors such as specimen preparation, curing conditions, machine calibration, loading rate, and even the exact age of the specimen can significantly influence … Read more

HOW TO DO SAMPLING OF FRESH CONCRETE IN THE FIELD?

How to do sampling of fresh concrete

Sampling of Fresh Concrete To ensure it is representative of the whole truck load, a standard sample consists of scoopfuls taken from different parts of the batch and collected in bucket. Scoopfuls must be taken through the moving stream, as the load is discharged, sampling the whole width and depth (not just the top part). … Read more