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newSchoolWorks.com › VoTechWorks › Building & Construction › Construction (general) › Concrete: Materials, Placement, and Finishing › Lesson 4
BLD-CONS02-07 · Lesson 4 · 10 clock hours · theory

Formwork Loading and Pre-Pour Inspection

Objective. Students will calculate the lateral pressure that fresh concrete exerts on vertical formwork and use an inspection checklist to verify that a form is ready for concrete placement.

⚠ Pending professional review

This lesson, its worked examples and its practice questions has not yet been verified by a licensed professional engineer or master tradesperson or by a certification or approval body. It is a study draft and may contain errors. Do not use it as instructions for work on a job site or on live equipment. Always follow your instructor, your supervising professional, and current official references and regulations.

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Why Formwork Loading Matters

Fresh concrete is a heavy, fluid material. Before it sets, it pushes outward against the walls of any form that contains it, just as water pushes against the sides of a tank. If a form is not designed and built to resist that pressure, it can buckle, blow out, or collapse — sending thousands of pounds of concrete onto workers and the surrounding area. Understanding lateral (sideways) pressure and completing a thorough pre-pour inspection are two of the most important skills a concrete worker can have.

How Fresh Concrete Exerts Lateral Pressure

When concrete is placed into a vertical form such as a wall form, it behaves like a liquid until it begins to stiffen and gain strength. The pressure it exerts on the form panels increases with depth, exactly the way water pressure increases the deeper you go. Three key variables control how much lateral pressure builds up:

Unit weight of concrete. Normal-weight concrete weighs approximately 150 pounds per cubic foot (pcf). Heavier mixes — for example, those with heavyweight aggregate — push harder.

Rate of pour (R). This is how fast the concrete rises in the form, measured in feet per hour (ft/hr). A fast pour does not allow the lower concrete time to stiffen before more weight is added above it, so pressure at the bottom of the form stays high. A slow pour lets the concrete begin to set and carry some of its own weight, reducing lateral pressure.

Temperature. Cooler concrete stiffens more slowly. At lower temperatures, the concrete behaves like a liquid for a longer period, which increases the effective lateral pressure on the form.

Simplified Lateral Pressure Formula

For classroom and jobsite estimating purposes, a commonly used simplified formula for wall forms poured at normal rates and temperatures is:

p = w × h

Where:

This formula gives the maximum hydrostatic pressure at any point in the form. In practice, formwork engineers use more detailed formulas that account for pour rate and temperature, but this simplified version is appropriate for understanding the concept and is commonly referenced in NCCER training materials.

Always design and verify formwork to handle the calculated pressure with an appropriate safety factor. Never assume a form is strong enough without checking.

Pre-Pour Inspection: Why It Cannot Be Skipped

Even a perfectly designed form can fail if it is not assembled correctly or if something is missed before the pour begins. A pre-pour inspection is a systematic check performed by a qualified person — and signed off — before any concrete is placed. Once the pour starts, stopping it is costly and sometimes impossible.

Key Items on a Pre-Pour Inspection Checklist

Form alignment and plumb. Wall forms must be plumb (vertical) and aligned to the correct dimensions. Use a level and tape measure to verify both.

Shoring spacing. Shores (vertical supports) and wales (horizontal members) must be spaced according to the formwork plan. Overspaced shores reduce the form's load capacity.

Snap-tie condition. Snap ties hold opposing form panels at the correct spacing. Inspect each tie for proper seating, correct size, and absence of damage. A failed snap tie can allow the form to spread under pressure.

Kicker bracing. Kicker braces (diagonal braces) prevent the form from sliding or tipping at the base. Verify that braces are properly anchored to the slab or footing and that all connections are tight.

Embedded items. Anchor bolts, conduit sleeves, blockouts, and other embedded items must be in the correct location and securely tied or supported so they will not shift during vibration and placement.

Cleanout. The inside of the form must be free of debris — sawdust, tie wire, wood scraps, standing water, and ice. Many forms include a cleanout opening at the base for this purpose. Close and secure the cleanout before pouring.

Form release agent. Verify that a release agent (form oil) has been applied to all contact surfaces. This prevents concrete from bonding to the form and allows stripping without damaging the concrete surface.

Safety During Formwork Inspection and Placement

Key terms10

Lateral pressureThe outward (sideways) force that fresh, fluid concrete exerts on the walls of a form; it increases with depth and pour rate and decreases as the concrete stiffens.
Unit weightThe weight of a material per unit of volume; normal-weight concrete has a unit weight of approximately 150 pounds per cubic foot (pcf).
Rate of pour (R)The speed at which concrete rises inside a vertical form, measured in feet per hour; a higher rate of pour increases lateral pressure.
Hydrostatic pressurePressure exerted by a fluid at rest due to the weight of fluid above a given point; fresh concrete acts hydrostatically until it begins to stiffen.
Snap tieA metal rod that connects opposing form panels, holds them at the correct spacing, and resists the lateral pressure of fresh concrete.
Kicker braceA diagonal brace anchored to the footing or slab that prevents a wall form from sliding or tipping during concrete placement.
WalesHorizontal members (usually doubled lumber) that run along the outside of form panels to distribute load from snap ties to the shoring system.
Pre-pour inspectionA systematic, signed checklist review of a formwork assembly conducted before concrete placement to confirm the form is safe and correct.
CleanoutAn opening at the base of a wall form used to remove debris before pouring; it is sealed shut immediately before concrete placement begins.
Form release agentAn oil or chemical coating applied to the interior surfaces of a form to prevent concrete from bonding to the form, allowing clean stripping after the concrete hardens.

Worked examples4

1. A wall form is 10 feet tall and will be filled with normal-weight concrete (unit weight = 150 pcf). What is the maximum lateral pressure at the base of the form, assuming the concrete remains fully fluid?
  1. Identify the formula: p = w × h
  2. Identify the values: w = 150 pcf, h = 10 ft
  3. Multiply: p = 150 × 10 = 1,500 psf
  4. State the result with units: the maximum lateral pressure at the base is 1,500 pounds per square foot (psf).
Answer: 1,500 psf
2. A wall form is 8 feet tall. The concrete mix has a unit weight of 150 pcf. What is the lateral pressure at a point 5 feet below the top of the fresh concrete?
  1. Identify the formula: p = w × h
  2. The question asks for pressure at a point 5 ft below the surface of the fresh concrete, so h = 5 ft
  3. Identify: w = 150 pcf
  4. Multiply: p = 150 × 5 = 750 psf
  5. State the result: the lateral pressure at that point is 750 psf. Note that pressure at the very base (h = 8 ft) would be 150 × 8 = 1,200 psf, which is higher.
Answer: 750 psf at 5 ft depth; 1,200 psf at the base
3. A contractor is forming a 12-foot wall. Normal-weight concrete (150 pcf) will be used. The formwork supplier wants to know the maximum design pressure the form panels must withstand. Calculate this value.
  1. Identify the formula: p = w × h
  2. Maximum pressure occurs at the greatest depth, which is the base: h = 12 ft
  3. w = 150 pcf
  4. Multiply: p = 150 × 12 = 1,800 psf
  5. The form panels must be designed to withstand at least 1,800 psf at the base (before any safety factor is applied).
Answer: 1,800 psf
4. Two wall forms are being compared. Form A is 6 feet tall; Form B is 9 feet tall. Both will use normal-weight concrete (150 pcf) and are assumed to be fully fluid at the time of pressure calculation. How much greater is the base pressure for Form B than for Form A, expressed in psf?
  1. Calculate base pressure for Form A: p = 150 × 6 = 900 psf
  2. Calculate base pressure for Form B: p = 150 × 9 = 1,350 psf
  3. Find the difference: 1,350 − 900 = 450 psf
  4. Form B exerts 450 psf more lateral pressure at the base than Form A.
Answer: Form B base pressure is 450 psf greater than Form A (1,350 psf vs. 900 psf)

The math in this lesson2

Learners compute lateral form pressure as 150 pcf × depth for walls of 6 to 12 ft.
A-SSE.1N-Q.1
Brush up in the math halls at newSchoolWorks.com:
In class: Instructor-led lesson on lateral pressure concepts: fresh concrete unit weight, pour rate, and temperature effects; students complete guided practice problems calculating pressure at the base of a wall form using a simplified formula. · Students review a pre-pour inspection checklist adapted from industry practice and discuss each line item: form alignment, shoring spacing, snap-tie condition, kicker bracing, embedded items, and cleanout. · Working in teams of three, students perform a pre-pour inspection on the lab's standing wall form, completing and signing the checklist, and writing a brief deficiency note for any item that does not pass.
Materials: Pre-pour inspection checklist (printed), lateral-pressure reference formula handout, calculator, standing wall form (lab), tape measure, level, NCCER Construction Technology formwork reference
Check: Pressure calculation worksheet must have correct process and answer within 5% of the instructor's solution; inspection checklist must be fully completed with all deficiencies noted; 70% minimum on a 10-question theory quiz.

Practice check8

Answer each question, then check it. Nothing is recorded; this is your own practice.

NCCER Construction Technology — Formwork
1. Using the simplified formula p = w × h, what is the lateral pressure at the base of a 14-foot wall form filled with normal-weight concrete (unit weight = 150 pcf)?
NCCER Construction Technology — Formwork
2. Which factor, if increased, would MOST directly increase the lateral pressure at the base of a vertical wall form?
NCCER Construction Technology — Formwork
3. Why does a slow pour rate generally result in LOWER lateral pressure at the base of a wall form compared to a fast pour rate?
NCCER Core — Construction Safety and Health
4. During a pre-pour inspection, a worker finds that two snap ties on a wall form are bent and may not seat correctly. What is the correct action?
NCCER Construction Technology — Formwork
5. What is the PRIMARY purpose of kicker braces on a wall form?
NCCER Construction Technology — Formwork
6. How does colder concrete temperature affect lateral pressure on a wall form?
NCCER Construction Technology — Formwork
7. Which of the following is a required step when checking the CLEANOUT item on a pre-pour inspection checklist?
OSHA 10 — Personal Protective Equipment
8. According to OSHA Outreach training principles, which PPE items are ALWAYS required when working in a concrete formwork area?
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