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ReportWalk

Construction

Pre-Pour Inspection Checklist

A pre-pour inspection checklist for footings, slabs, decks, walls, columns and beams: subgrade and vapor retarder, formwork and shoring, reinforcement and cover, embedded items and trade sign-offs, cleanliness, placing logistics and weather, approvals and hold points — ending in a go / no-go call. Every failed check becomes a finding with its location.

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This checklist ends when the pour is cleared. The record of the pour itself — every truck, its ticket, water added, slump, air, temperature and cylinders — has its own form: Daily concrete pour log

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1

The Pour

Which pour, which elements, which drawings — and who is walking it.

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Use the same reference on the pour log, the tickets and the cylinders.

Tick everything in this pour. Only the checks for these elements will appear.

Foreman, rodbuster, trade foremen, engineer — with their companies.

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2

Documents on Hand

Are you checking against the current drawings and the approved submittals?

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A rebar change in revision 4 is no help if the crew is placing from revision 3.

3

Formwork and Shoring

The box is the shape, size and level of the finished concrete — and it will hold.

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Spot-check with a tape. Record what you measured below.

Concrete pushes hardest at the bottom of a tall form. A form that moves under a hand will move more under concrete.

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4

Reinforcement

Every bar the drawings show, the right size, in the right place, held there.

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Check at the edges and around openings too, not only in the middle of the bay.

Measure it with a tape or a cover gauge. Write the smallest reading below.

Plastic or plated supports where the face will be exposed; sand plates or blocks on soil.

Mark N/A if there are no coated bars.

Mark N/A if there is no mesh.

Answer Yes and the tendon checks appear. They are scored like the rest.

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5

Embedded Items and Trade Sign-Offs

Everything that will be buried in this pour is in, in the right place, secured and signed for.

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Check against the column or equipment base layout. A misplaced bolt group is one of the most expensive fixes on site.

Mark N/A if the pour has no waterstop.

Trade sign-offs

Nothing added yet.

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6

Clean and Clear

Nothing in the forms that should not be cast into the concrete.

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Blow it out with compressed air last thing, then look again.

7

Placing Logistics and Weather

Can the concrete get in, be placed, finished and cured — today, in this weather?

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8

Approvals and Hold Points

Everyone who has to say yes before concrete has said it, and it is written down.

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Mark N/A only where the project genuinely does not require that approval for this pour. A required approval that has not been given is a Fail, and it is a reason to hold the pour.

Mark N/A for work on the ground.

9

Go / No-Go and Sign-Off

The decision, the conditions on it, and who agrees.

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A failed hold point or a structural failure is a no-go until it is fixed and re-checked, however good the score.

Corrective actions

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Sign above — Inspector
Sign above — Contractor
Sign above — Approver

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A pre-pour inspection is the last walk before concrete is ordered: forms, steel, everything that has to be cast in, the ground underneath, and the people who must sign before the trucks are called. It is the cheapest inspection on a concrete job, because everything it finds can still be fixed with a hand tool. An hour later the same mistake needs a core drill, an engineer's letter or a jackhammer. This checklist asks only the questions that apply to the elements in this pour, records where every failed item is, and ends in a plain go or no-go. You can fill it in here and download a finished PDF without creating an account.

Why the walk matters more than the paperwork

Concrete is unforgiving in one particular way: it hides its own mistakes. A slab with two inches of cover where three were specified looks exactly like a correct one on the day it is finished. So does a footing missing its dowels, a deck with a conduit sitting on the bottom mat, or a wall with the waterstop folded over. Those show up years later as rust staining, a cut-and-epoxy repair, or a leaking basement — and by then the only evidence of what was in the forms is whatever somebody wrote down before the pour.

A good pre-pour record is therefore two things at once: a working list that gets defects fixed this morning, and a dated record, with photographs, of what was in the forms when the concrete went in.

Walk it in the order the concrete will meet it

Start underneath and work up. The ground or the deck first — bearing, compaction, water, the vapor retarder. Then the box that holds the concrete: dimensions, levels, bracing, shoring, tight joints, release agent. Then the steel inside it: sizes, spacing, laps, cover, supports, ties. Then everything else that will be buried: sleeves, conduits, anchor bolts, embeds, waterstops. Then the clean-out, the logistics and the weather, and finally the sign-offs.

The checklist follows that order and only shows what applies. Pick the elements in this pour at the top — a slab on grade and its thickened edges, say, or a wall and two columns — and the subgrade, shoring and vertical-form questions appear or disappear to match.

Cover is the check people skip, and the one that matters longest

Concrete cover — the distance from the bar to the nearest face — is what protects reinforcement from corrosion and fire. It is set on the drawings or in the code for each exposure: more against the ground, more outdoors, less inside. On site it is held by chairs, bolsters, blocks and spacers, and it is lost when those are missing, crushed, too short, or stepped on during the pour.

Measure it, do not estimate it. Check the bottom on slabs and beams, the sides on walls and columns, and the top where a slab is exposed. Write down the smallest reading you found and where, and replace anything that would not survive the crew walking on it.

Hold points, sign-offs and the go / no-go call

Most projects name pours as hold points: no concrete until the engineer of record, a special inspector, the building official or the owner's representative has seen the steel. Trades with work in the slab — plumbing, electrical, mechanical, low voltage — sign that their work is in, tested and secured. If a required sign-off is missing, this form flags it as a safety finding, whatever the rest of the score says.

The last question is a decision, not a score: go, go once named items are closed and checked, or no-go. If you choose the middle option, list the items, give each a name and a time, and check them before the first truck is called — not while it is backing up.

Speak while you walk, and the document writes itself: say "bay C4, cover to bottom mat about an inch and a half, two chairs missing" and the failed check, its location and the photograph land in the right place.

Common questions

What is checked in a pre-pour inspection?

The ground or deck the concrete sits on, the formwork and any shoring, the reinforcement — size, spacing, laps, cover, supports and ties — every embedded item such as anchor bolts, sleeves, conduits and waterstops, cleanliness of the forms, the logistics and weather for the pour, and the approvals the project requires before placing.

Who performs the pre-pour inspection?

Usually the contractor's superintendent or concrete foreman first, as a self-check. On many projects the engineer of record, a special inspector or the building official then inspects the reinforcement as a hold point, and the trades with work in the pour sign off their own items.

How long before the pour should it be done?

Early enough to fix what you find. Many crews walk it the afternoon before, fix overnight items first thing, and re-check just before the first truck is called. The final look on the morning of the pour catches what moved — chairs kicked over, debris blown in, water in the forms.

What is the minimum concrete cover for rebar?

It depends on the element, the exposure and the governing code or drawings, so check the structural notes. As a rough guide in US practice, concrete cast against earth commonly calls for about three inches, formed surfaces exposed to weather about one and a half to two inches, and interior slabs about three quarters of an inch. The drawings always win.

Should a failed check stop the pour?

Not every one — a scrap of tie wire is fixed in a minute. But anything structural, a missing required sign-off, or shoring that does not match its plan should stop the pour until it is put right and re-checked. That is why the form ends with a go or no-go decision rather than a score alone.

Can I re-check only the items that failed?

Yes. In the ReportWalk app, start a re-inspection from this walk and only the failed checks come back, each asking whether it is fixed, with a note and an after photo. Re-inspections are free and do not count toward your plan.