concrete… maintaining the quality achieving durable exterior flatwork in residential construction
TRANSCRIPT
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Concrete…maintaining the Quality
Achieving durable exterior flatwork in residential construction
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Objectives
Review the exterior flatwork problem we face Discuss the issues with achieving durable
exterior flatwork Technical summary What can the homebuilding industry do?
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Residential Exterior Flatwork
Concrete work subcontracted to a finishing company
Exterior concrete looks great when home is turned over
Homebuilder hears from unhappy home owner after 1st or 2nd winter
What is the problem? What caused it? Who is responsible?
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What it looks like…
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What causes it…
Inadequate or no curing and/or
Inappropriate finishing and/or
Inappropriate concrete and/or
Incorrect or no sealing & maintenance
In combination with exposure to freezing temperatures & water (& de-icing chemicals)
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What do we do?
Must treat achieving durable exterior flatwork as a chain of important events Each link must be executed correctly to prevent
deterioration Industry partners must work together
Supplier’s cannot make a bullet proof concrete
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Achieving Durable Exterior Flatwork…Technical Review
Concrete Placing Finishing Curing Sealing & Maintenance
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Concrete
Alberta Building Code & Canadian Standards Association require: C-2 Exposure (de-icing chemicals & freeze/thaw) 32MPa (or 30MPa where indigenous aggregates do not
achieve 32MPa) 0.45 w/cm 5-8% fresh air (3% hardened air with spacing factor not
exceeding 0.23mm)
ARMCA Recommends DURA-MIX above requirements and; 300kg/m3 of cement minimum
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Placing
Subgrade should be dampened and not frozen For more consistent set and improved workability
CSA A23.1 requires concrete to be placed within 120 minutes from batching Prolonged mixing results in loss of air, slump &
compressive strength Water should not be added to increase slump
above 100mm Additional water significantly reduces freeze thaw
resistance Slump over 100mm should be achieved with a high range
water reducer (superplasticizer)
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Finishing
Minimize handling and do not over vibrate Allow bleed water to evaporate before
finishing Do not use steel trowels (Fresno) or power
trowels on air entrained concrete CSA A23.1 ‘Steel trowel finish should not be
applied to air-entrained concrete’ ‘Blistering or scaling might occur if trowel finish is
applied’ Use a magnesium float and concrete broom
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Curing
Essential for surface durability!
Must balance 3 critical elements
Time Temperature Moisture
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Methods of curing
There are two ways to cure concrete: 1) add water to the surface to replace the water that is evaporating2) seal the concrete to prevent the water from evaporating
Note: adding water to the surface is NOT adding water that
will be worked into the concrete mix--that would weaken it.
Wet Curing Blankets
Ponding MethodLiquid Curing Membrane
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CSA Curing –Table 20
A wet-curing period of 7 d. The curing types allowed are ponding, continuous sprinkling, absorptive mat or fabric kept continuously wet.
Extended3
7 d at > 10 °C and for a time necessary to attain 70% of specified strength. When using silica fume concrete additional curing procedures shall be used See Clause 1.3.13.
Additional2
Description3 d at > 10 °C or for a time necessary to attain 40% of specified strength
Name
Basic
Level
1
04/11/23 15
Note (2) recommends concrete be allowed to air dry for at least one month after curing before exposure to de-icing chemicalsC-2 Exposure requires Level 2 curing
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Hot Weather/Severe Drying
When surface evaporation is more than 0.50kg/(m2/h) the concrete must be protected Hot temperatures &/or windy conditions @ low relative
humidity
Evaporation retardant (Confilm, Profilm etc) is recommended Apply as soon as possible Do not use as a finishing aid
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High Evaporation Days
ARMCA website has a tool to calculate evaporation rate Input values: concrete temperature, air
temperature, relative humidity and wind velocity July & September 2011, # of days where
protection was required Calgary: July – 29 : Sept – 24 Red Deer: July – 20 : Sept – 23 Edmonton: July – 20 : Sept – 26
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Cold Weather
Concrete must not freeze before it has reached 3.5MPa!
Concrete needs a significant portion of design strength to withstanding freeze thaw cycles
Concrete must be allowed to dry out & mature before first winter
Use of ‘winter heat’ (warm concrete & accelerators) does not replace required curing
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Cold Weather Construction
Local municipalities require ‘cold weather construction practices’ for pavement placed after September 30th
CSA A23.1 ‘Level 2’ curing required 7 days at a minimum of 10 °C or the time
required to attain 70% of 28 day strength
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0 10 20 30 40 50 60 70 80
19
14
11
8
6
6
5
3
3
3
47
38
15
8
2
Hours
Time to Initial Set
Time to Final Set
Time to 500 psi (3.5MPa)
70 F (21 C)
60 F (16 C)
50 F (10 C)
40 F (4 C)
30 F (-1 C)
11
19
29
57
72
Impact of Temperature onImpact of Temperature on ConcreteConcrete
04/11/23 20
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Long Term Strength DevelopmentLong Term Strength Development
0 10 20 30 40 50 60
55
25
18
14
8
Days
Temperature of Concrete vs
Time to 75% Design Strength
70 F (21 C)
60 F (16 C)
50 F (10 C)
40 F (4 C)
30 F (-1 C)
04/11/23 21
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Sealing & Maintenance
Properly seal the concrete 28 days after concrete placement & before exposure to traffic Penetrating sealers (silane or siloxane) are
recommended and should be reapplied at least every 3yrs
Concrete placed after Sept 15 should be sealed the following spring
Concrete should be cleaned yearly Snow and ice should be removed as it accumulates
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De-icing Chemicals
Avoid whenever possible All increase the number of freeze thaw cycles & some
attack the concrete matrix Especially damaging in the first winter when concrete
hasn’t reached its full strength Sand is the recommended product to improve
traction on ice Most of the de-icing chemicals present on
driveways come from tire transfer from city roads
If all the links in the chain are executed correctly exterior flatwork can withstand exposure to
standard de-icing chemicals
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Achieving Durable Exterior Flatwork…Homebuilder Influence
Insist on DURA-MIX & test concrete before placing Insist on certified journeyman finishers Insist finishers use appropriate curing methods for
the environmental conditions Provide home owners with the appropriate
information regarding sealing & maintenance
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The Challenge…
This Thisor
04/11/23 25
After 1 year of strengthening the links in the chain do you have:
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Questions?
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ARMCA Residential Committee
Committee reinstated in 2011 Looking for more representation
Home Builders Finishers
If interested contact Ed Kalis @ ARMCA