5. TOTAL TEST DONE
Sieve analysis
Air entrainment meter
Consistency (normal, initial and final)- not done
Fly ash content
Specfic gravity of fine & coarse aggregates
Aggregate impact test
Speedy moisture test
Flakiness and elongation
18. DESIGN MIX BY IS 10262 AND 456
Step 1: f m=f ck+ 1.65σ.
Step 2 : selection of w/c
from curves .
Step 3: Estimate water
content & sand
contents for concrete
grades up to M35 up
M35/ above M35
w/c curve Steps of design
19. STEP 3 ADJUSTMENT IN WATER AND SAND
CONTENT
Condition Adjustment
Sand zone 1,3 and 4 (for 2 no
change)
No change in water content but
sand
-1.5% for zone 3,
1.5 % for zone 1
-3% for zone 4
Increase / decrease of Compaction
factor by 0.1
Water content increased by +_ 3%
No change in sand
w/c ratio increased or decreased by
0.05
No change in water content but +_
1% in sand content
For round aggregates -15kg/m3 for water and -7% for
sand
20. CONTD ….
Step 4: Calculate cement content,
Aggregate contents,
1000
1
*)*
)1(
1
(
Sc
Ca
pSc
C
WV
1000
1
*)*
1
(
Sf
Fa
pSc
C
WV
22. PROBLEMS EXPERIENCED
Some sites are just too far away.
Generation of road traffic.
Concrete's limited time span between mixing and going-off
means that ready-mix should be placed within 10 minutes of
batching at the plant.
Slump loss is also a major issue in RMC which result in a
loss to company as the buyer tends to reject the product.