Concrete Joint Filler Guide
How much polyurea or epoxy joint filler a floor takes, how deep to fill, when to fill, and which hardness the floor needs. HTS Poly in stock in Newport News and Chesapeake; Metzger/McGuire by special order.
Estimate joint filler
Enter the joint width, depth, and footage. The result is in gallons, cartridges, and bulk kits, with the coverage rate so you can check it against a chart.
Estimate material
Material required
includes 10% waste · — gal net
Estimate only. Joints widen with shrinkage, spall pockets take extra, and pumps hold material. Round up.
Joint filler coverage chart
Linear feet of joint one gallon fills, by joint width and depth, with no waste. Computed from 231 cubic inches per gallon ÷ (width × depth × 12), the same formula as the calculator. Your current width and depth are highlighted.
Cartridges per gallon
| Cartridge | in³ | per gallon |
|---|
Fraction to decimal
| Fraction | Inches | Fraction | Inches |
|---|---|---|---|
| 1/8 | 0.125 | 1/2 | 0.500 |
| 3/16 | 0.1875 | 5/8 | 0.625 |
| 1/4 | 0.250 | 3/4 | 0.750 |
| 5/16 | 0.3125 | 7/8 | 0.875 |
| 3/8 | 0.375 | 1 | 1.000 |
How deep do I fill a control joint?
Saw-cut control joints: full depth of the cut. Semi-rigid filler has to bear on concrete at the bottom of the joint to support the edges under wheel loads. Foam backer rod compresses, so it is never used in a saw-cut joint. Up to 1/4" of clean, dry silica sand at the bottom is acceptable to seal the cut.
Joints deeper than 2", including formed construction joints: fill 2" minimum. Below that, pack dry silica sand to within 2" of the surface, or set backer rod in compression 2" down; it is a dam, not a support.
Saw cuts on new slabs are typically one-quarter of the slab thickness, so if you don't know the depth, the slab tells you:
| Slab thickness | Saw-cut depth (T ÷ 4) | Fill depth |
|---|---|---|
| 4" | 1" | 1" |
| 5" | 1 1/4" | 1 1/4" |
| 6" | 1 1/2" | 1 1/2" |
| 7" | 1 3/4" | 1 3/4" |
| 8" | 2" | 2" |
| 10" or more | 2 1/2"+ | 2" minimum |
Early-entry saws cut shallower, about 1" to 1 1/4" regardless of thickness. Measure a joint with a depth gauge before ordering; the chart is where to start, not where to stop.
When can joints be filled, and how are they prepped?
Timing
- ACI guidance: defer filling 60 to 90 days after the pour, or as long as the schedule allows. Concrete keeps shrinking for a year or more, and every week of waiting is a joint that opens less after it is filled.
- 30 days is the absolute minimum.
- Freezer and cooler floors: bring the room to operating temperature and hold it 7 days before filling.
Preparation
- Clean both joint walls to bare concrete, full depth or at least 2". Laitance, curing compound, and old filler all cause bond failure.
- A dustless diamond-blade joint saw or crack chaser with a HEPA extractor is the standard method. Wire brushes alone don't get the walls clean.
- The joint must be dry. Polyurea foams on damp concrete; if the joint can't be dried, use epoxy.
- Overfill slightly, then shave flush. Polyurea shaves in about an hour; epoxy is usually razored the next day.
Polyurea or semi-rigid epoxy joint filler?
At the same Shore A hardness the two perform about the same once cured. The choice is about the job conditions.
| Polyurea | Semi-rigid epoxy | |
|---|---|---|
| Set time | 10–30 minutes | 4–8 hours at 70°F |
| Traffic return | 60–90 minutes | Next day |
| Temperature | Set barely changes with temperature; use below 35°F | Slows in cold, speeds in heat |
| Damp joints | Foams and bubbles; needs a dry joint | Tolerates some moisture |
| Shaving | Shave flush same day; may dish slightly | Razor next day; shaves very flush |
| Passes | One pass | Two: fill to 1/2" from surface, overfill 30–60 min later |
| Choose it when | The floor must reopen in hours, or it's cold | Joints are damp, or you're filling early and expect to refill as joints widen |
Which hardness do I need?
Shore A hardness is the number that matters on a spec. ACI and PCA set A-80 as the minimum for industrial floors; softer fillers are for floors that see feet and carts, not forklifts. HTS Poly is stocked at both stores; Metzger/McGuire is special-ordered, usually within a few business days.
| Shore A | Floor | HTS Poly (in stock) | Metzger/McGuire (special order) |
|---|---|---|---|
| A-65 | Retail and commercial exposed floors; pedestrian and cart traffic, little material handling | PE-65 | Spal-Pro RS 65 (polyurea) |
| A-80 to A-88 | Retail and moderate-duty warehouse; the ACI/PCA minimum tier. Edge-Pro is formulated to protect joint edges | PE-85 | Edge-Pro 80, Spal-Pro RS 88 (polyurea) |
| A-90+ | Heavy industrial, hard-wheeled forklifts and heavy loads | PE-90 | Edge-Pro 90 (polyurea), MM-80 (semi-rigid epoxy) |
| A-90+ cold | Freezer and cooler floors | PE-90 (cures to −20°F) | Spal-Pro RSF (polyurea, A92–94 at 0°F) |
| A-95 / D-50 | Spall and crack repair, heavy-duty joints | TX-3 repair | Spal-Pro 2000 |
If a spec names a Metzger/McGuire product, we'll order it; allow a few business days. If it names a hardness, the stocked HTS grade meets it and can go out today.
Control joint, construction joint, or expansion joint?
The lines in a concrete floor are not all the same joint, and semi-rigid joint filler is for only two of them.
- Control (contraction) joints are the saw cuts made into a fresh slab so it cracks where you want it to. They are filled full depth with semi-rigid filler once the slab has shrunk. This page is about these.
- Construction joints are where one pour stopped and the next started, formed through the full slab. Filled 2" deep with semi-rigid filler over a sand or backer-rod dam.
- Expansion (isolation) joints separate the slab from walls, columns, and other slabs so it can move freely. They are sealed with a flexible sealant over a compressible filler, never with semi-rigid filler, which would lock the slab to what it's supposed to move against. Driveway and sidewalk "expansion joint filler" products are this category.
What is backer rod, and when do you use it?
Backer rod is a round foam cord pushed into a joint to set the depth of sealant above it and keep the sealant from bonding to the bottom. In expansion joints and caulked joints it is the right tool. In saw-cut control joints on a floor that carries wheel loads it is the wrong one: foam compresses, the filler loses its support, and the joint edges spall. Use dry silica sand instead, and keep it to 1/4" or less. In formed joints deeper than 2", backer rod set in compression at least 2" down is acceptable because the filler above it is deep enough to bear on the walls.
Why did the filler pull away from the joint?
Usually it didn't fail. Concrete shrinks for a year or more after placement, so joints keep opening after they are filled. Semi-rigid fillers are designed to release from one wall rather than tear, which keeps the filler in the joint and the edges protected. Fillers at A-80 and above handle no more than about 15% lateral movement, and a 1/8" joint that opens to 5/32" has already moved 25%.
Refill when the gap is wider than a credit card, or when the edge is no longer supported. Filling later in the slab's life is the only real prevention, which is why the 60–90 day wait matters.
Tools for the job
-
Joint saw / crack chaser
Cleans both walls to bare concrete and widens old joints. Pair with a HEPA extractor.
Concrete saw rental → -
Dust extractor
HEPA vacuum rated for the saw. Required for Table 1 silica compliance indoors.
HEPA vacuum rental → -
Joint fill pump
Pumps for production footage; cartridge tools for repairs under a few hundred feet.
HTS Poly pumps and tools → -
Shaver
Shaver pole and blades to cut the overfill flush. Polyurea shaves in about an hour.
HTS Poly supplies and tools →
Questions we get at the counter
How many linear feet of joint are in a slab?
How many linear feet of joint are in a slab?
Count the joints on the plan if you have one. Without it, divide each slab dimension by the joint spacing to get the number of joints running the other way, multiply by that length, and add the two directions. The slab-size mode in the calculator does this, with an option to add the perimeter construction joints.
Should I fill the joint full depth or use backer rod?
Should I fill the joint full depth or use backer rod?
Full depth in saw-cut joints, always. Foam backer rod compresses under load and lets the joint edges spall. In formed joints deeper than 2", sand or backer rod set 2" down is fine because the top 2" of filler still bears on something solid.
Can I fill joints in a slab that was poured last week?
Can I fill joints in a slab that was poured last week?
You can, and you will be back to refill them. The slab is still shrinking fast. Wait 60 to 90 days if the schedule allows and never less than 30. If the floor has to open before that, fill with the understanding that the joints will need touch-up.
How much does a 22 oz cartridge cover?
How much does a 22 oz cartridge cover?
About 39.7 cubic inches, so roughly 18 feet of a 3/16" × 1" joint or 13 feet of a 1/4" × 1" joint before waste. Cartridges are for repairs; past a few hundred feet, bulk material through a pump is cheaper per foot and faster.
Metzger/McGuire or HTS Poly?
Metzger/McGuire or HTS Poly?
We stock HTS Poly and special-order Metzger/McGuire; both meet the ACI A-80 minimum at their industrial grades, and performance at the same Shore A is equivalent. If the spec names a Metzger/McGuire product, tell us early so it's on the shelf when you need it. If it names a hardness, the HTS grade is in stock and can go out today.
Do you deliver joint filler with the saw?
Do you deliver joint filler with the saw?
Yes. Order the filler, shaver blades, and cartridges with the saw and extractor rental and it all goes out on one truck from Newport News or Chesapeake.