![]() ![]() 90 to 100 percent passed from 20 mm IS Sieve ii)25 to 55 percent passed from 10 mm IS sieve iii). Sieve analysis of coarse aggregate Conforming to Table 7 page no 6 of IS 383 2016 i).Moisture content of coarse and fine aggregate : NIL.Water absorption of fine aggregate : 1.0 percent.Water absorption of coarse aggregate : 0.5 percent.Specific gravity of Chemical admixture : 1.08.Specific gravity of Fine sand ( at SSD condition) : 2.65.Specific gravity of coarse aggregate (at SSD conditions ) : 2.74.Chemical admixture type : Super-plasticizer (Polycarboxylate ether based).Maximum cement content : 450 kg per cum.Type of aggregate : Crushed angular aggregate.Requirements for RCC in severe exposure condition as per table 5 Page no 20 IS 456 2000 Exposure condition : Severe exposure condition defined as per table 3 Page no 18 of IS 456 2000.Maximum nominal size of aggregate : 20 mm.Silica Fume ( Advantageous for grades M50 and above) Conforming to IS 15388. ![]() Type of cement used OPC 53 grade cement conforming to IS 269.Concrete mix design for M75 grade concrete (With Admixture) as per latest code IS 10262 : 2019 Projects requirements ![]()
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |