Question

In: Civil Engineering

Design the concrete mix according to the following conditions: Design Environment Pavement slab, Bozeman, Montana (cold...

Design the concrete mix according to the following conditions:

Design Environment
Pavement slab, Bozeman, Montana (cold climate)
Required design strength = 3000 psi

Slab thickness = 12 in

Statistical data indicate a standard deviation of compressive strength of 250 psi is expected (more than 30 samples)

Only air entrainer is allowed.
Available materials
Air entrainer: Manufacture specification is 0.15 fl oz/1% air/100lb cement

Coarse aggregate: 2in. nominal maximum size, crushed stone
Bulk oven dry specific gravity = 2.573, absorption = 2.8%
Oven dry rodded density = 120 pcf
Moisture content = 1%
Fine aggregate: Natural sand
Bulk oven dry specific gravity = 2.540, absorption = 3.4%
Moisture content = 4.5%
Fineness modulus = 2.68

Solutions

Expert Solution

Answer:

given data ;

required design strength = 3000 psi

slab thickness = 12 inches

air entrained : specification 0.15 fl oz/1% air / 100 lb cement

coarse aggregate :

bulk oven dry specific gravity =2.573

absorption = 2.8%

oven dry density = 120 psf

moisture content = 1%

fine aggregate - Natural sand :

bulk oven dry specific gravity  = 2.540

absorption = 3.4%

moisture content = 4,.5%

fineness modulus = 2.68


Related Solutions

Design the concrete mix according to the following conditions: Design Environment Caissons for Bridge pier crossing...
Design the concrete mix according to the following conditions: Design Environment Caissons for Bridge pier crossing to the Outer Bankers, NC Required design strength=4800psi Minimum dimension = 12 in. Minimum space between rebars = 2.5 in. Minimum cover over rebars = 2.5 in. Statistical data indicate a standard deviation of compressive strength of 250 psi is expected (more than 30 samples). Only air entrained is allowed. Available Materials Air entrainer: Manufacture specification is 0.15 fl oz/1% air/100 lb cement. Aggregate:...
Design the concrete mix according to the following conditions: Design Environment Caissons for Bridge pier crossing...
Design the concrete mix according to the following conditions: Design Environment Caissons for Bridge pier crossing to the Outer Bankers, NC Required design strength=4800psi Minimum dimension = 12 in. Minimum space between rebars = 2.5 in. Minimum cover over rebars = 2.5 in. Statistical data indicate a standard deviation of compressive strength of 250 psi is expected (more than 30 samples). Only air entrained is allowed. Available Materials Air entrainer: Manufacture specification is 0.15 fl oz/1% air/100 lb cement. Aggregate:...
Design a mix for a 3,000 psi concrete to be used in an indoor basement slab....
Design a mix for a 3,000 psi concrete to be used in an indoor basement slab. Your gravel is an ASTM C33C #57 stone. Your fine aggregate grades as follows: No. 4 – 3%, No. 8 – 7%, No. 16 – 20%, No. 30 – 25%, No. 50 – 20%, No. 100 – 15%, Pan – 10%. What is your mix and list out what you can do to make a durable mix that is economically competitive? How would you...
Design a PCC mix for the following scenario: CE 20400 Spring 2020 Design Environment: Unreinforced Slab...
Design a PCC mix for the following scenario: CE 20400 Spring 2020 Design Environment: Unreinforced Slab in Minneapolis, Minnesota                                    Consider the city to be a cold climate with severe weather Required design strength: 4500 psi Slab thickness:                   18 inches Statistical data indicate a standard deviation of compressive strength of 200 psi       (more than 30 samples) Only air entrainer allowed Air entrainer: Manufacturer specification is: 0.20 fl oz/1% air/100 lb cement Course aggregate:             1 ½” nominal maximum size crushed...
A concrete mix design is needed for a residential street paving project in Detroit, Michigan. Pavement...
A concrete mix design is needed for a residential street paving project in Detroit, Michigan. Pavement thickness is 8”, unreinforced, subjected to freezing and thawing and deicing agents are anticipated. The specified compressive strength is 4000 psi. Assume both Fine Aggregate (FA) and Coarse Aggregate (CA) are in saturated surface dry condition. Specific Gravity of Fine Aggregate (FA) = 2.71 Fineness Modulus (FM) of Fine Aggregate (FA) = 2.70 Specific Gravity of Coarse Aggregate (CA) = 2.65 Bulk Density of...
8) Design a concrete mix for the following conditions and constraints using the absolute volume method:...
8) Design a concrete mix for the following conditions and constraints using the absolute volume method: Design Environment : Non-air entrained concrete will be used to cast Concrete frame. Required design strength(5000 psi) Minimum dimension (10 in.) Minimum space between rebars (1.5 in.) Minimum cover over rebars (2.5 in.) Standard deviation of compressive strength (600 psi) , (25 samples) Available Materials Cement Type II , moderate exposure Coarse aggregate Nominal Maximum size 1 in. river gravel (round) Bulk oven dry...
A concrete mix was designed for a concrete road pavement (i.e. heavy mass concrete). A 28-day...
A concrete mix was designed for a concrete road pavement (i.e. heavy mass concrete). A 28-day strength of 26 MPa is required. The exposure classification for durability purposes is C. One hundred laboratory test results on the controlling mix show a standard deviation of 5.3 MPa (k=1.65). The density of crushed coarse aggregate is 2850 kg/m3 and its dry rodded density is 1600 kg/m3 and the maximum size to be used is 10 mm. The specific gravity of fine aggregate...
Using the following data for an unreinforced PCC Pavement slab: ■ Design strength f′ c =...
Using the following data for an unreinforced PCC Pavement slab: ■ Design strength f′ c = 28 MPa ■ Slab thickness = 300 mm ■ Standard deviation of f′ c obtained from 20 samples = 1.4 MPa ■ Ignore any exposure requirement ■ Use air-entrained concrete ■ Fineness modulus of fine aggregate = 2.60 ■ Maximum aggregate size = 50 mm and nominal maximum aggregate size = 37.5 mm ■ Bulk oven-dry specific gravity of coarse aggregate = 2.6 ■...
In regards to the mix design of concrete, respond to each of the following by showing...
In regards to the mix design of concrete, respond to each of the following by showing detailed calculations. Use the tables and figures below. 1. If the concrete characteristic strength = 40 MPa, with 2.5% defective test results, what will be the target mean strength? 2. If the target mean strength of concrete = 30 MPa at 28 days, the coarse aggregate is uncrushed, using GP (General Purpose) cement, what is the water cement ratio W/C? 3. If the concrete...
Design a concrete mix for the superstructure of a building using DoE mix design method requiring...
Design a concrete mix for the superstructure of a building using DoE mix design method requiring a characteristic strength of 40MPa at 28days and a slump of 30-60mm. The materials available are ordinary Portland cement, and uncrushed fine and coarse aggregates of specific gravity of 2.65. The maximum nominal size of coarse aggregate is 10mm and fine aggregate confirms to the grading zone III. Neglect the effect of standard deviation and other factors.
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT