Design a concrete mix according to the following conditions:   Design Specifications  Concrete ramp (not reinforced) Slab thickness =270 mm Design strength (fc) = 25.5 MPa Standard deviation s= 1.86 MPa on 200 specimens Environment = Severe exposure to freeze-thaw and de-icing chemicals Slump = 50 mm   Materials Available Cement: Type GU; specific gravity 3.15 Admixture: Air entraining admixture  8 ml/1% air/100 kg cement . Coarse Aggregate: Nominal maximum size = 37.5 mm Type = Crushed stone Bulk oven-dry specific gravity = 2.63 Absorption = 2.1% Oven-dry rodded density = 1755 kg/m3 Moisture content = 1.5% Fine Aggregate Type = Natural sand Bulk oven-dry specific gravity = 2.55 Absorption = 3.1% Moisture content = 4.3% Fineness modulus = 2.40

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Design a concrete mix according to the following conditions:

 

Design Specifications

  •  Concrete ramp (not reinforced)
  • Slab thickness =270 mm
  • Design strength (fc) = 25.5 MPa
  • Standard deviation s= 1.86 MPa on 200 specimens
  • Environment = Severe exposure to freeze-thaw and de-icing chemicals
  • Slump = 50 mm

 

Materials Available

  • Cement:
    • Type GU; specific gravity 3.15
  • Admixture:
    • Air entraining admixture  8 ml/1% air/100 kg cement .
  • Coarse Aggregate:
    • Nominal maximum size = 37.5 mm
    • Type = Crushed stone
    • Bulk oven-dry specific gravity = 2.63
    • Absorption = 2.1%
    • Oven-dry rodded density = 1755 kg/m3
    • Moisture content = 1.5%
  • Fine Aggregate
    • Type = Natural sand
    • Bulk oven-dry specific gravity = 2.55
    • Absorption = 3.1%
    • Moisture content = 4.3%
    • Fineness modulus = 2.40
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