BLD-MASO04-09 · Lesson 1 · 10 clock hours · lab
Site Preparation, Subbase, and Formwork Layout
Objective. Students will excavate or verify a prepared subbase, compact granular fill, and set wood or metal forms to a specified grade and alignment within 1/8-inch tolerance over 10 feet.
⚠ 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 Site Preparation Matters
A concrete slab is only as good as what lies beneath it. Poor subbase preparation and sloppy formwork are the leading causes of slab cracking, settlement, and costly callbacks. Before a single cubic yard of concrete is ordered, the ground must be graded to the right elevation, the granular fill must be properly compacted, and the forms must hold their position under the weight and pressure of wet concrete. This lab puts all three skills together in a real-work sequence.
Reading Elevations with a Builder's Level
A builder's level (also called an optical level or dumpy level) lets you establish a horizontal line of sight across a jobsite. You set it on a tripod, level it with the plate screws, and read a grade rod held by a partner at various points. Every reading you take is called a rod reading or backsight/foresight, depending on whether you are establishing or checking a benchmark.
The math is straightforward. Start by shooting the instrument height (HI):
> HI = Known elevation + Backsight rod reading
Then, for any other point:
> Point elevation = HI − Foresight rod reading
Shoot at least six points spread evenly across the slab area. Record every reading on a field sketch immediately — memory is not a reliable field tool. Compare each calculated elevation to the design grade shown on the drawings. The difference tells you how much cut (excavate) or fill (add material) is needed at each location.
Subbase Requirements
For residential and light commercial slabs, a compacted granular subbase — typically crushed stone or gravel — provides uniform support, improves drainage under the slab, and reduces capillary rise of moisture. ACI 302.1R recommends a minimum of 4 inches of well-graded granular fill for most interior slabs on grade; exterior slabs and heavier-use floors may require more.
Place the fill in lifts no deeper than the compaction equipment can reach uniformly. For a standard plate compactor, 2-inch lifts are safe; many crews use 2-inch lifts to build a 4-inch total depth, compacting each lift before adding the next. After compaction, probe the surface with a steel rod at random points. The rod should resist penetration uniformly. Soft spots, where the rod sinks easily, indicate loose material that must be removed, corrected, and re-compacted.
Log every compaction pass — number of passes, direction, and any soft-spot locations — in a field log. This documentation protects you and your employer if slab performance is questioned later.
Setting Wood Forms
Forms contain and shape wet concrete until it gains enough strength to stand alone. For a 4-inch slab, 2×4 lumber is the minimum; 2×6 is preferred when the slab is thicker or when extra stiffness is needed against concrete pressure. Key steps:
1. Stake the corners using form stakes driven firmly into undisturbed or compacted soil. Stakes should be set close enough that the form board cannot deflect more than 1/8 inch between them — typically every 4 feet or less.
2. Check squareness with the 3-4-5 triangle method. Measure 3 feet along one side from a corner, 4 feet along the adjacent side, and connect those two points. If the diagonal measures exactly 5 feet, the corner is 90°. For larger slabs, use multiples (6-8-10, 9-12-15).
3. Check level with a 4-foot level placed along the form at multiple locations. The bubble must sit centered. Adjust stake height or add/remove subbase material as needed.
4. Brace the forms by nailing or screwing the form board to the stake on the outside (away from the pour). Duplex (double-headed) nails are standard because they pull out cleanly after the pour.
5. Re-check alignment with a string line stretched tightly along the top edge of the form. Any bow or gap must be corrected before concrete arrives.
The pass criterion for this lab is tight: all six instrument readings must be within 1/8 inch of target elevation and diagonals must match within 1/4 inch to confirm square. These are real-world standards, not just classroom rules.
Plate Compactor Safety
A plate compactor is a high-vibration machine that can cause hand-arm vibration syndrome with prolonged daily exposure. Limit continuous operation and rotate operators when possible.
- Wear hearing protection — compactors commonly exceed 85 dB.
- Wear safety glasses — the plate kicks up debris.
- Wear steel-toed boots — the machine is heavy and may tip.
- Never stand directly behind the machine on a slope; position yourself to the side.
- Keep bystanders clear of the operating radius.
- Inspect the machine before start-up: check fuel, engine oil, and the condition of the base plate and belt/drive.
- Follow lockout/tagout procedures if any maintenance or unclogging is needed — shut the engine off and allow moving parts to stop completely before touching the machine.
Putting It Together
Good flatwork begins at the dirt. Shoot your elevations carefully, compact in lifts and verify with the probe, set forms that are level, square, and braced, and document as you go. These habits keep concrete where it belongs — in the slab, at the right grade, supported by a solid foundation.
Key terms9
Instrument height (HI)The elevation of the line of sight through a builder's level, calculated by adding the backsight rod reading to the known benchmark elevation.
Grade rod (leveling rod)A graduated measuring staff held vertically at a survey point so the builder's level operator can read the elevation difference.
SubbaseA compacted layer of granular material — typically crushed stone or gravel — placed beneath a concrete slab to provide uniform support and improve drainage.
LiftA single layer of fill material placed and compacted before the next layer is added; keeping lifts within the compactor's effective depth ensures uniform density.
3-4-5 triangle methodA field technique that uses a right triangle with sides of 3, 4, and 5 units (or any multiple) to verify that a form corner is exactly 90 degrees.
Duplex nailA double-headed nail used to fasten concrete forms; the lower head seats against the wood and the upper head stays exposed for easy removal after stripping.
Plate compactorA gasoline- or electric-powered machine with a vibrating steel base plate used to densify granular fill materials by applying rapid impact force.
Cut/fillThe calculated difference between existing ground elevation and design grade; cut means material must be removed, fill means material must be added.
ACI 302.1RThe American Concrete Institute guide for concrete floor and slab construction, which provides recommended practices for subbase, forming, placement, and finishing.
Worked examples4
1. You set up a builder's level on a tripod. Your benchmark elevation is 100.00 feet. The backsight rod reading on the benchmark is 4.62 feet. What is the instrument height (HI)?
- Recall the formula: HI = Known elevation + Backsight rod reading
- Substitute values: HI = 100.00 ft + 4.62 ft
- Add: HI = 104.62 ft
Answer: The instrument height is 104.62 feet.
2. Using the HI of 104.62 feet from the previous example, you shoot a foresight rod reading of 4.87 feet at Point A in your slab area. The design grade at Point A is 99.70 feet. How much cut or fill is needed at Point A?
- Calculate the actual elevation at Point A: Elevation = HI − Foresight = 104.62 − 4.87 = 99.75 ft
- Compare to design grade: 99.75 ft (actual) vs. 99.70 ft (design)
- Difference: 99.75 − 99.70 = 0.05 ft above design grade
- Since the ground is 0.05 ft (about 5/8 inch) too high, material must be cut (removed) at this point.
Answer: Point A is 0.05 foot (approximately 5/8 inch) high; a cut of 0.05 foot is required.
3. You are checking squareness on a 10×10-foot slab form using the 3-4-5 method. You measure 3 feet along one side and 4 feet along the adjacent side from the same corner. You measure the diagonal between those two points and get 5 feet 1 inch. Is the corner square, and by how much is it off?
- The correct diagonal for a 3-4-5 triangle is exactly 5 feet 0 inches.
- Measured diagonal = 5 ft 1 in = 5.083 ft
- Difference: 5.083 − 5.000 = 0.083 ft, which equals 1 inch
- The corner is not square; it is 1 inch out of tolerance.
Answer: The corner is 1 inch out of square and must be adjusted before concrete is placed.
4. You need to compact a 4-inch granular subbase using 2-inch lifts. Each lift requires 3 compaction passes. How many total compaction passes will you make, and what should you do after completing all passes?
- Determine the number of lifts: 4 inches ÷ 2 inches per lift = 2 lifts
- Calculate total passes: 2 lifts × 3 passes per lift = 6 total passes
- After completing all passes, probe the compacted surface with a steel rod at multiple random points to check for soft spots
- Document lift number, pass count, direction, and any soft-spot locations in the field log
Answer: 6 total compaction passes; follow up with a steel-rod probe and field-log documentation.
The math in this lesson2
Learners compute height of instrument, cut or fill at a grade point, a 3-4-5 check, and compaction passes for 2 in lifts.
N-Q.3A-CED.4
In class: Using a builder's level and grade rod, students shoot elevations at six points across a simulated slab area, record them on a field sketch, and calculate cut/fill needed to reach design grade. · In pairs, students stake and brace 2×4 or 2×6 wood forms for a 10×10-foot slab, checking squareness with the 3-4-5 triangle method and level with a 4-foot level at multiple points. · Students compact a 4-inch gravel subbase in two lifts using a plate compactor, probe with a steel rod for soft spots, and document compaction passes and any areas requiring rework in a field log.
Materials: 2×4 and 2×6 dimensional lumber, duplex nails, form stakes, sledgehammer, claw hammer, builder's level, grade rod, 4-foot level, tape measure, string line, line level, plate compactor, crushed stone subbase material, safety glasses, hearing protection, steel-toed boots; NCCER Masonry Level 2 module on concrete flatwork; ACI 302.1R Guide for Concrete Floor and Slab Construction
Check: Instructor measures form alignment and grade at six points; all readings must fall within 1/8 inch of target elevation and forms must be square within 1/4 inch on diagonal — both criteria met to pass.
Practice check8
Answer each question, then check it. Nothing is recorded; this is your own practice.
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