HOW TO COLLECT AGGREGATE SAMPLE FROM STOCKPILE?

Sampling is of equal importance to testing and a man collecting samples should use every precaution to obtain samples that will show the true nature and condition of the materials which they represent. Aggregate Sampling from Stockpile Using a front end-loader, dig into the stockpile and set aside small pile of 10 to 15 ton … Read more

WHAT TO CHECK BEFORE CASTING SLABS?

Checking of Concrete Slab Check all the concealed electric conduit work, junctions and electrical points, the positions of fan points, and MS boxes as per your electrical layout plan. Check the reinforcement and get an approval from your RCC consultant. Check the standby arrangements made for water in case of power failure. Consult your RCC … Read more

READY MIXED CONCRETE – WHAT INFORMATION TO BE SUPPLIED BY THE PRODUCER?

Ready Mixed Concrete

Information to be Supplied by The Producer Before supplying any concrete, the producer should provide the following information to the purchaser. Nature and source of each constituent material Source of supply of cement Proposed proportions or quantity of each constituent/m3 of fresh concrete If any admixture is to be used to produce concrete, then following … Read more

READY MIXED CONCRETE – WHAT INFORMATION TO BE SUPPLIED BY THE PURCHASER?

Ready Mixed Concrete

Information to be Supplied by the Purchaser It is recommended that a meeting must be held between the purchaser and the producer of concrete. In the meeting the following points should be discussed. Details of concrete mix Use of concrete Type of structure Performance requirement Notice to be given prior to delivery Delivery rate Purchaser’s … Read more

SLUMP & COMPACTION FATOR – WHAT IS THE RELATION BETWEEN THEM?

How to manage slump loss in concrete

Generally we specify workability of concrete in terms of its slump test value. But sometimes it is also specified by another test called compaction factor. The relation between slump and compaction factor is roughly as follows. Relation Between Slump & Compaction factor Workability Slump in mm Compaction factor Very stiff – 0.70 Stiff 0 to … Read more

REQUIRED MECHANICAL PROPERTIES OF HIGH STRENGTH DEFORMED BARS & WIRES FOR CONCRETE

Concrete Reinforcement

Specification For Mechanical Properties of High Strength Deformed Bars & Wires Reference IS-1786-2008-High strength deformed steel bars & wires for concrete reinforcement Type 0.2% proof stress/ yield stress, Min, N/mm2 0.2% proof stress/ yield stress, Max, N/mm2 TS/YS ratio Elongation, %, Min, on gauge length 5.65√A, where A is the cross-sectional area of the test … Read more