Title: Aci Concrete Mix Design from civildigital.com
1ACI CONCRETE MIX DESIGN
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- Presentation by-
- Rupesh Gawas.
- Pankaj Kumar.
- Narsi Ram Gurjar.
- Date of presentation- 26/08/2011
2ACI CONCRETE MIX DESIGN
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- Presentation by-
- Rupesh Gawas.
- Pankaj Kumar.
- Narsi Ram Gurjar.
3About ACI
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- The most common method used in North America is
established by American Concrete Institute.
4Basic Consideration
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- Economy
- The material cost are most important in
determining the relative costs of different
mixes. - Since cement is more expensive than aggregate it
is clear that cement should be minimized. - Workability
- A good mix design must be capable of being placed
compacted with minimal bleeding segregation
be finishable.
- Strength Durability
- In general the minimum compressive strength a
range of W/C ratios are given for given concrete
mix. - Possible requirements for resistance to
freeze-thaw and chemical attack must be
considered.
5Mix Design Input
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- Required material information --
Sieve analyses of both fine and coarse
aggregates, unit weight, specific gravities, and
absorption capacities of aggregates.
- Choice of slump -- Generally specified for a
particular job. However, if not given, an
appropriate value may be chosen from Table 1. As
a general rule, the lowest slump that will permit
adequate placement should be selected.
6Recommended Slumps for Various Types of
Construction
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7Estimation of mixing water and air content
8Approximate mixing water (lb/yd3) and air
content for different slumps and nominal maximum
sizes of aggregates
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9Water/cement ratio
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- This component is governed by strength and
durability requirements
10Water/cement ratio using Table
11Calculation of cement content
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- Once the water content and the w/c ratio is
determined, the amount of cement per unit volume
of the concrete is found by dividing the
estimated water content by the w/c ratio. - weight of cement weight of water /(w /c)
- However, a minimum cement content is required to
ensure good finishability, workability, and
strength.
12Estimation of coarse aggregate content
13Estimation of fine aggregate content
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- To establish the fine aggregate content by
"volume" method. - Vfa 1- (Vcement Vwater Vcoarse agg.)
- Adjustment for moisture in the aggregate.
- Decrease/Increase the amount of water required by
surface moisture content of the weight of the
fine aggregate - Increase/decrease the amount of aggregate by the
amount equal to the surface moisture
14Trial batch
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- The fresh concrete should be tested for slump,
unit weight, yield, air content, and its
tendencies to segregate, bleed, and finishing
characteristics. Also, hardened samples should be
tested for compressive and flexural strength.
15The End