403A Concrete Formwork 2

Question 1

What is a waler (wailer) in wall formwork and what does it do?

Accepted Answer

A horizontal member running along the form face to distribute tie loads and stiffen the form panels

Answer

Walers are horizontal members (typically doubled 38×89 mm lumber) running along the outside face of form panels. They span between form ties, distribute the concentrated tie loads across the panel face, and prevent the panels from bowing between ties.

Question 2

What is the minimum concrete cover required over steel reinforcing bars for a foundation wall exposed to soil in Canada per CSA A23.1?

Accepted Answer

60 mm

Answer

CSA A23.1 requires a minimum cover of 60 mm for concrete cast against and permanently exposed to earth (such as foundation walls). This protects the steel from corrosion-causing moisture and soil chemicals.

Question 3

What is the purpose of vibrating fresh concrete after it is placed in formwork?

Accepted Answer

To consolidate the concrete, eliminate voids and air pockets, and ensure it flows around reinforcing steel

Answer

Internal vibrators consolidate concrete by temporarily liquefying it, allowing air pockets and voids to escape and ensuring complete contact with form surfaces and encapsulation of reinforcing steel. Over-vibration can cause segregation.

Question 4

What is bleed water in fresh concrete and why is it a concern for surface finishing?

Accepted Answer

Water that migrates to the surface as concrete settles — finishing too early traps it and weakens the surface

Answer

Bleed water rises to the surface as the denser concrete particles settle. If finishers work the surface before bleed water evaporates, they drive water back into the top layer, increasing the water-cement ratio and creating a weak, dusty surface layer (surface scaling).

Question 5

What is the purpose of a construction joint in a concrete pour?

Accepted Answer

A planned stopping point in a pour where fresh concrete will later be bonded to the hardened face

Answer

Construction joints are planned stoppage points where a pour ends and a subsequent pour begins. The hardened surface must be prepared (cleaned, roughened, and often treated with bonding agent or fresh concrete) to ensure proper bond with the next pour.

Red Seal Carpenter 403A Practice Test

Red Seal Carpenter 403A Practice Test

403A Concrete Formwork 2