Title: FUNDAMENTALS OF CONCRETE
1FUNDAMENTALS 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
2CONCRETE 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
3Dams, Roads, Bridges and Parking structures
4Buildings
5Retaining Walls, Foundations and Flatwork
6Driveways and Sidewalks
7Interior Flooring Countertops
8Controlled Low Strength Material (CLSM)
9Insulated Concrete Forms (ICFs)
10What is Concrete?
11Chemical Admixtures
12Mineral Admixtures
13How Should Concrete Be Specified?
- Strength
- Water / Cement Ratio
- Air
- Minimum Cement Factor
- Slump / Durability
14Water / Cement Ratio Calculations
30 Gal 8.33 lb. 250 lb.
----------- X ------------ ----------
.44 W/C 6 Sack 94 lb. 564
lb.
15Adding 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
16Entraining Air in Concrete
17Concrete Quality Control
- All Field Technicians should be certified
- And have a working knowledge of the following
ASTM standards
18ASTM 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
19ASTM C 143 Standard Test Method for Slump of
Portland Cement Concrete
20ASTM C 231 Standard Test Method for Air Content
of Freshly Mixed Concrete by the Pressure Method
21ASTM C 173 Standard Test method for Air
Content of Freshly Mixed Concrete by the
Volumetric Method
22Basic Techniques for Finishing Flatwork
- Strike-off
- Bull Floating
- Darbying
- Floating
- Troweling
- Brooming
- Jointing
- Edging
23Finishing
24Curing
- 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
25Curing 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
26Common Concrete Problems
- Discoloration
- Dusting
- Cracking
- Plastic shrinkage cracking
- Crazing
- Scaling
- Curling
- Blisters
- Delamination
- Pop Outs
27Discoloration
28Prevention 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
29What is Dusting?
Powders under any type of traffic Easily
scratched with a nail or even by sweeping Very
weak wearing surface
30What 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
31Prevention 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
32Cracking
The one thing I can guarantee is that your
concrete will crack!
33Crazing
34How To Prevent Crazing
35How To Prevent Scaling
36Repairing Scaled Concrete
- Clean surface thoroughly
- Resurface
- Repair mortar
- Portland Cement concrete
37What Is Curling?
Slab Curling
- The distortion of a slab into a curved shape
due to temperature gradients throughout the depth
of the concrete
38Why 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
39Minimization 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
40Blisters
An irregular hollow bump that appears on the
surface during or right after finishing operations
41Why Does Concrete Blister?
42How Do You Prevent Blisters?
- Delay final finish as long as possible
- Avoid surface drying
- Initial float done with flat blades
43Delaminations
- 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
44What Are Pop Outs?
A Conical Fragment that breaks out of the surface
45Green Concrete Technology
- Benefits of Pervious Concrete
- Environmental Benefits
- Economic Benefits
- Structural Benefits
46Pervious Concrete Design
47Mix Designs of Pervious Concrete
- Supplementary cementitious materials (SCMs)
- Coarse Aggregates
- Water
- Admixtures
48Testing and Inspection of Pervious Concrete
- Density Testing (ASTM C29)
- No Slump
- No Air
49Self 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.
50Mix Designs for SCC
- SCC mixtures can be designed to provide the
required hardened concrete properties for an
application, similar to regular concrete.
51Benefits of Self Consolidating Concrete
- Improved constructabilityÂ
- 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
52Benefits of SCC
- Wall with Normal and SCC Concrete
53Testing Procedures for SCC
54The Industry Reference
55Contributions 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