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MASONS SUPPLY COMPANY

Oregon (800) 537-3407 ♦ Washington (800) 537-6216

Clackamas | Eugene | West Eugene | Hillsboro | Medford | Portland | Salem | Wilsonville | Ridgefield | Seattle | Tacoma | Woodinville

M A S C O . N E T

GENERAL & TECH INFO

Vibration is more about Quality

than it is about Quantity

• Over-vibration can cause

honeycombing rather than

eliminating it.

• Under vibrating concrete can

cause honeycombing in low slump

concrete.

• High slump concrete (7-9 inches)

requires very little vibration. 'Wet'

Concrete and SCC (9 inches

and higher) usually requires no

vibration.

• Over vibration can cause the

concrete to lose entrained air,

sometimes as much as one half of

the air content.

• When placing concrete in lifts, be

sure to penetrate previous layer

with vibrator in order to protect

against cold joints.

• Use as much vertical angle as

possible to maximize effect.

• Using the vibrator as a placement

tool instead of a consolidation tool

can result in sand streaks and an

inconsistent surface.

CONCRETE TIPS

Jointing Guidelines

Code Requirements for Residential Concrete

(ACI 332) specifying maximum contraction

spacing for slabs on grade without steel.

Slab

Thickness

(in)

Maximum

Aggregate Size

less than 3/4 in

Maximum

Aggregate Size

3/4 in and larger

3.5

8 ft

10 ft

4.5

10 ft

13 ft

5.5

12 ft

15 ft

• Saw-cutting should be performed before

the concrete starts to cool and as soon

as the concrete surface is firm enough

not be torn or damaged by the blade.

If sawing is delayed, the concrete can

crack randomly before it is cut.

• Saw-cutting performed too early in the

slab curing process can result in pulling

out of the aggregate.

• Saw cut depths should be a minimum of

1 in and preferably 1/4 to 1/3 of the slab

depth where practical.

Proper curing can make or break

the job

Why Cure?

Improper curing can reduce the designed

concrete strength as much as 50%.

A properly cured concrete will have fewer

pores in the surface where water can enter

and freeze (and crack / scale).

Cured concrete will, in general, crack

less, have reduced or no dusting, be more

durable and achieve increased wear and

abrasion resistance.

Curing Methods

• Membrane curing compounds

• Moist / water cure (concrete is kept wet)

• Wet curing blankets

• Soaked burlap

• Plastic sheets

• 7 Day ponding

When placing concrete in temperatures colder

than 70°F, curing times should be increased to

protect concrete longer as strength develops

more slowly at colder temperatures.