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FUNDAMENTALS OF CONCRETE

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The VSI is established based on whether bleed water is observed at the leading edge of the spreading concrete, or if aggregates ... Sampling Freshly Mixed Concrete ... – PowerPoint PPT presentation

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Title: FUNDAMENTALS OF CONCRETE


1
FUNDAMENTALS OF CONCRETE
  • Presented By
  • Kevin J. Brigandi
  • Construction Services Department Manager
  • kjbrigandi_at_terracon.com
  • Debra A. Nunes
  • Construction Services Department Manager
  • danunes_at_terracon.com

2
CONCRETE BASICS
  • Uses of Concrete
  • Concrete can be formed in almost any color, shape
    and texture, while serving as an acoustic and
    thermal barrier
  • Concrete can be placed in all environments and
    conditions
  • Concrete is resistant to fire, chemical exposure
    and weather
  • Concrete is environmentally safe and recyclable
  • Concrete is efficient to construction and can be
    produced with a variety of durability
    characteristics and strengths

3
Dams, Roads, Bridges and Parking structures
4
Buildings
5
Retaining Walls, Foundations and Flatwork
6
Driveways and Sidewalks
7
Interior Flooring Countertops
8
Controlled Low Strength Material (CLSM)
9
Insulated Concrete Forms (ICFs)
10
What is Concrete?
11
Chemical Admixtures
12
Mineral Admixtures
13
How Should Concrete Be Specified?
  • Strength
  • Water / Cement Ratio
  • Air
  • Minimum Cement Factor
  • Slump / Durability

14
Water / Cement Ratio Calculations
30 Gal 8.33 lb. 250 lb.
----------- X ------------ ----------
.44 W/C 6 Sack 94 lb. 564
lb.
15
Adding Water to Concrete
Water added (gal/yd³) Approx. Slump Increase (inches) Strength Reduction (psi) Strength Reduction ()
1 1 200 7
2 2 400 13
3 3 600 20
4 4 800 27
5 5 1000 33
6 6 1200 40
16
Entraining Air in Concrete
17
Concrete Quality Control
  • All Field Technicians should be certified
  • And have a working knowledge of the following
    ASTM standards
  • C31
  • C1064
  • C143
  • C172
  • C173
  • C231
  • C138

18
ASTM C 172 Standard Method for Sampling
Freshly Mixed Concrete
  • Sample from middle portion of the batch
  • Sample at two or more regularly spaced intervals,
    not to exceed 15 min
  • Combine and remix sample thoroughly
  • Cover Sample to protect from drying

19
ASTM C 143 Standard Test Method for Slump of
Portland Cement Concrete
20
ASTM C 231 Standard Test Method for Air Content
of Freshly Mixed Concrete by the Pressure Method
21
ASTM C 173 Standard Test method for Air
Content of Freshly Mixed Concrete by the
Volumetric Method
22
Basic Techniques for Finishing Flatwork
  • Strike-off
  • Bull Floating
  • Darbying
  • Floating
  • Troweling
  • Brooming
  • Jointing
  • Edging
  • Curing

23
Finishing
24
Curing
  • Performed as soon as possible after final
    finishing is completed
  • Performed to prevent the loss of moisture from
    concrete
  • Helps in maintaining a favorable concrete
    temperature for a definite period of time
  • Will make concrete stronger
  • More impermeable
  • More resistant to stress
  • More resistant to abrasion
  • More resistant to freezing and thawing conditions

25
Curing Methods and Materials
  • Ponding or immersion
  • Spraying or Fogging
  • Wet Coverings
  • Impervious Paper
  • Plastic Sheets
  • Membrane-Forming Curing Compounds
  • Steam
  • Insulating Blankets or Covers
  • discoloration can occur if not used properly

26
Common Concrete Problems
  • Discoloration
  • Dusting
  • Cracking
  • Plastic shrinkage cracking
  • Crazing
  • Scaling
  • Curling
  • Blisters
  • Delamination
  • Pop Outs

27
Discoloration
28
Prevention of Discoloration
  • Do not Use Calcium Chloride
  • Type, kind and condition of formwork
  • can influence color
  • Eliminate Burning of concrete
  • Proper curing - Caution with Plastic
  • Uniform sub-grade moisture

29
What is Dusting?
Powders under any type of traffic Easily
scratched with a nail or even by sweeping Very
weak wearing surface
30
What Causes Dusting?
  • Finishing operation performed while bleed water
    is on the surface or before bleeding has finished
  • Insufficient curing
  • Placement of non-absorptive sub grade or
    polyethylene vapor barrier
  • Floating/Troweling after the condensation of
    moisture from warm humid air is on cold concrete

31
Prevention of Dusting
  • Do not place concrete directly on polyethylene
    vapor barriers or non-absorptive sub grades
  • Proper curing
  • Cold weather concrete practices
  • Vent exhaust to the outside to provide
    adequate ventilation

32
Cracking
The one thing I can guarantee is that your
concrete will crack!
33
Crazing
34
How To Prevent Crazing
35
How To Prevent Scaling
36
Repairing Scaled Concrete
  • Clean surface thoroughly
  • Resurface
  • Repair mortar
  • Portland Cement concrete

37
What Is Curling?
Slab Curling
  • The distortion of a slab into a curved shape
    due to temperature gradients throughout the depth
    of the concrete

38
Why Do Slabs Curl?
Shrinkage of the top relative to the bottom of
the slab Moisture gradients in slab Temperature
gradients within the slab
  • Other Factors That Cause Curling
  • Bleeding / Poor curing / Joint spacing

39
Minimization of Curling
  • Lowest practical slump
  • Largest practical aggregate size
  • Largest practical aggregate content
  • Avoid excessive bleeding
  • Avoid vapor barriers
  • Avoid higher than needed cement contents
  • Proper Curing
  • Adequate Joint spacing
  • Increase Slab Thickness

40
Blisters
An irregular hollow bump that appears on the
surface during or right after finishing operations
41
Why Does Concrete Blister?

42
How Do You Prevent Blisters?
  • Delay final finish as long as possible
  • Avoid surface drying
  • Initial float done with flat blades

43
Delaminations
  • The top 1/8 inch of the surface is densified and
    separated from the base slab by a thin layer of
    air or water
  • Forms during final troweling
  • Most frequent in early spring and late fall

44
What Are Pop Outs?
A Conical Fragment that breaks out of the surface
45
Green Concrete Technology
  • Benefits of Pervious Concrete
  • Environmental Benefits
  • Economic Benefits
  • Structural Benefits

46
Pervious Concrete Design
47
Mix Designs of Pervious Concrete
  • Supplementary cementitious materials (SCMs)
  • Coarse Aggregates
  • Water
  • Admixtures

48
Testing and Inspection of Pervious Concrete
  • Density Testing (ASTM C29)
  • No Slump
  • No Air

49
Self Consolidating Concrete
  • The use of self-consolidating concrete (SCC) has
    grown tremendously since its inception in the
    1980s.
  • Because of the material performance in its fresh
    state, the existing testing methods for
    conventional concrete are no longer suitable for
    SCC.

50
Mix Designs for SCC
  • SCC mixtures can be designed to provide the
    required hardened concrete properties for an
    application, similar to regular concrete.

51
Benefits of Self Consolidating Concrete
  • Improved constructability 
  • Virtually flawless finish
  • Homogenous and uniform concrete
  • Better reinforcement bonding
  • Flows easily into complex shapes and through
    congested reinforcement
  • Superior strength and durability
  • Allows for innovative architectural features

52
Benefits of SCC
  • Wall with Normal and SCC Concrete

53
Testing Procedures for SCC
54
The Industry Reference
55
Contributions By
The Portland Cement Association The American
Concrete Institute The National Ready-Mix
Concrete Association Blue Circle Cement St.
Lawrence Cement Connecticut Concrete Promotion
Council
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