TL;DR
Huntsville warehouse floor repair covers everything from diagnosing crack types and joint failures to selecting the right filler materials and meeting OSHA safety requirements. This glossary defines the most important terms in plain language, explains why each one matters in a working warehouse, and helps facility managers in Huntsville’s growing industrial market make informed repair decisions. If you need professional help, Wright Construction’s Huntsville office serves North Alabama’s industrial sector.
Quick Answer: Huntsville Warehouse Floor Repair at a Glance
Warehouse floor repair in Huntsville usually involves repairing cracks, damaged joints, spalling, settlement, or uneven slabs caused by heavy forklift traffic, shrinking concrete, moisture movement, or subgrade problems. Minor cosmetic damage can often be patched, while structural cracking, rocking slabs, or widespread joint failure usually require professional repairs. The most common repair in busy warehouses is joint arris reconstruction using semi-rigid epoxy or polyurea fillers that protect slab edges from repeated forklift impacts.
Warehouse Floor Repair Decision Table
If You See… | Most Likely Problem | Typical Repair |
|---|---|---|
Thin hairline cracks | Shrinkage | Monitor or seal |
Wide growing crack | Structural movement | Epoxy injection or structural repair |
Broken joint edges | Joint arris damage | Partial-depth reconstruction |
Hollow sounding concrete | Delamination | Partial-depth replacement |
Sunken slab | Settlement | Polyurethane lifting or replacement |
Forklift bumping over joints | Curling or settlement | Grinding, lifting or reconstruction |
Surface holes | Pitting | Surface patching |
Large missing chunks | Spalling | Epoxy mortar patch |
Why Huntsville Facility Managers Need This Glossary
Huntsville’s industrial footprint is enormous and getting bigger. Jetplex Industrial Park alone contains more than 13 million square feet of space and accounts for 35% of the total market. Industrial vacancy rates fell to just below 10% in 2025, and average rents hit $9.40 per square foot, among the highest in the Southeast. Major investments from companies like Mazda Toyota, Meta, Polaris, and Eli Lilly continue to attract new construction, while the Huntsville Logistics Center added over one million square feet of modern bulk distribution in its first phase.
All of that floor space takes a beating. Forklifts, pallet jacks, heavy racking systems, and automated guided vehicles stress concrete slabs daily. Older facilities in Jetplex and Chase Industrial Park are dealing with decades of wear. Newer speculative warehouses in Greenbrier face their own challenges as tenants move in and operations ramp up.
Whether you manage a 50,000 square foot warehouse or oversee a million square foot distribution center along the I-565 corridor, understanding Huntsville warehouse floor repair terminology helps you communicate clearly with contractors, evaluate repair proposals, and avoid costly mistakes.
Talk to Wright Construction’s Huntsville team about your warehouse floor.
This glossary is organized into five categories: damage types, repair methods, materials and specifications, inspection and safety terms, and guidance on when to call a professional. For a step-by-step diagnostic approach, see our companion warehouse floor repair guide.
Common Warehouse Floor Problems in Huntsville
Although every warehouse is different, contractors across North Alabama consistently see several recurring floor issues:
Forklift joint damage
Shrinkage cracking
Slab curling
Surface spalling
Battery acid deterioration
Settlement caused by clay soils
Dock approach deterioration
Random cracking from improper joint spacing
Recognizing these problems early often reduces repair costs and minimizes warehouse downtime.
Floor Damage Terms
Cracking
Cracking is the most common form of warehouse floor damage. Cracks appear for many reasons, but the most frequent cause is restraint to shrinkage. As concrete cures, it loses moisture and contracts. When that contraction is restrained by the subgrade, steel reinforcement, or adjacent slabs, tensile stress builds until the concrete cracks.
The risk of cracking increases with larger bay sizes and greater distances between joints. Jointless floor designs carry even greater risk. ACI 360R acknowledges that even with good design and construction, owners should expect some cracking and curling on every project. This does not necessarily mean the floor was poorly designed or built.
In Huntsville, the combination of Alabama’s summer heat and humidity cycling accelerates moisture-related stress in slabs. Facility managers should distinguish between three main types:
Shrinkage cracks form during curing. They’re typically thin, shallow, and predictable. Structural cracks result from overloading or foundation movement. They tend to be wider, deeper, and may indicate a more serious problem underneath. Random cracks appear without an obvious pattern and often stem from poor joint spacing or subgrade issues.
Spalling
Spalling refers to chunks or flakes of concrete breaking away from the surface. It often starts around old anchor bolt holes, damaged joints, or areas where the surface was poorly finished. The damage may look minor at first, but as one industry source notes, surface defects “will get worse if you neglect them, whether it is surface erosion or spalling around old fixing bolts left in the slab.”
In a warehouse environment, spalling creates trip hazards for foot traffic and debris that can damage forklift wheels and tires. Left unchecked, small spalls grow into large potholes.
Pitting
Pitting shows up as small holes or depressions scattered across the concrete surface. Repeated impact from hard forklift wheels causes most warehouse pitting, though exposure to harsh chemicals (degreasers, battery acid from electric forklifts, or cleaning solutions) can accelerate the process.
Pitting and spalling are sometimes confused. The distinction matters because pitting is typically shallower and more widespread, while spalling involves larger, deeper material loss.
Curling
Curling happens when the corners and edges of a concrete slab rise up, or the center sinks, due to differential moisture levels between the top and bottom of the slab. The top surface dries and contracts faster than the bottom, which stays in contact with moist subgrade. This creates a warped slab profile.
In North Alabama, where clay-rich soils retain moisture and summer temperatures drive rapid surface drying, curling is a persistent issue. Curled slabs rock under forklift traffic, creating noise, vibration, and accelerated joint damage. For more on how slab design affects long-term performance, see our guide on slab-on-grade construction.
Crazing
Crazing appears as a network of fine, closely spaced cracks on the surface of power-troweled concrete. It looks alarming but is typically an aesthetic issue that does not cause structural or serviceability problems. Many facility managers confuse crazing with structural cracking. The key difference: crazing cracks are very shallow (usually less than 1/16 inch deep) and form a map-like pattern, while structural cracks are deeper, wider, and more linear.
No repair is usually necessary for crazing alone, though it can indicate that the surface was overworked during finishing.
Joint Arris Damage
This is the single most common maintenance issue in busy warehouses. Floor joints are made up of two slab edges called joint arrisses. Every time a hard-wheeled forklift or pallet jack rolls across a joint, it impacts those edges. Over thousands of daily crossings, the arrisses chip, crumble, and break down.
Joint arris damage is particularly common in Huntsville’s high-volume distribution centers, where forklifts cross the same joints hundreds of times per shift. Practitioners on LinkedIn have shared examples of properly executed joint arris repairs lasting nearly 13 years in busy warehouses, proving that durability comes from correct diagnosis, sound concrete, proper prep, and suitable material rather than the most complex repair system.
Delamination
Delamination occurs when the top layer of a concrete slab separates from the layers beneath it. You can often detect it by dragging a chain across the floor or tapping with a hammer. Delaminated sections produce a hollow, drum-like sound. The most common cause is finishing the surface while bleed water is still rising, which traps a thin layer of water or air between the surface and the body of the slab.
Delaminated concrete is structurally compromised. It will eventually spall and break apart under forklift traffic.
Settlement and Slab Rocking
Settlement describes a slab that has sunk below its original elevation, usually because the subgrade beneath it was poorly compacted or has eroded over time. Slab rocking is what happens when a settled slab pivots under load, tipping back and forth like a seesaw as equipment crosses it.
Both conditions are common in Huntsville’s older industrial parks, where fill soils may not have been compacted to modern standards. They create dangerous height differences at joints and dock areas.
Repair Method Terms
Epoxy Injection
Epoxy injection is a method for repairing cracks by injecting low-viscosity epoxy resin under pressure. The resin flows through the full depth and length of the crack, bonding the two sides back together. It is an effective technique for structural cracks because it restores the concrete’s original tensile strength across the crack plane.
The process requires ports to be mounted along the crack, surface sealing to prevent leakage, and careful control of injection pressure. For a deeper look at this method, our epoxy concrete repair guide covers materials, preparation, and application.
Routing and Sealing
A simpler approach than epoxy injection. The crack is enlarged (routed) using a saw or grinder to create a uniform channel, then filled with a flexible sealant and finished flush with the surrounding surface. Routing and sealing works well for non-structural cracks where the goal is to prevent moisture infiltration and debris accumulation rather than restore structural capacity.
Crack Stitching
Crack stitching involves drilling holes on both sides of a crack and anchoring U-shaped metal staples across it. The staples bridge the crack and restore tensile strength while preventing further propagation. This method is typically used alongside other repairs, like epoxy injection, for cracks that are still moving or that carry structural loads.
Partial-Depth Patching
Partial-depth patching means sawcutting around a localized area of damage and removing the deteriorated concrete to a controlled depth, then filling with a repair material. It is a targeted fix for surface-level problems like spalling, shallow joint damage, or delaminated areas where the underlying slab is still sound.
One critical detail: patches must not have feathered edges. Thin edges chip and break under forklift traffic almost immediately. Proper patches have square-cut edges at least one inch deep.
Full-Depth Slab Replacement
When damage extends through the full thickness of the slab, or when the subgrade has failed, partial repairs will not hold. Full-depth slab replacement involves removing and re-pouring entire slab sections. It is the most disruptive and expensive option but sometimes the only lasting solution. Our warehouse concrete floors guide covers the full installation process for new slab sections.
Slab Leveling (Polyurethane Foam Injection)
Polyurethane foam injection lifts settled slabs back to their original elevation by injecting expanding foam through small holes drilled in the concrete. The foam fills voids beneath the slab, hardens quickly, and provides stable support. Compared to traditional mudjacking, foam injection offers faster curing time, lighter material weight that prevents further settlement, and minimal disruption to warehouse operations.
Grinding and Surface Preparation
Grinding uses diamond-tooled equipment to remove thin layers of concrete, smooth out uneven joints, or prepare surfaces for coatings and overlays. In warehouse floor repair, grinding is often the first step before applying an overlay or the final step after a patch cure to bring the repaired area flush with the surrounding floor.
Resurfacing and Overlay
When surface damage is widespread but the underlying slab is structurally sound, a thin overlay or resurfacing compound can restore the floor without full replacement. Overlays range from polymer-modified cementitious toppings to high-performance epoxy or urethane systems. The key consideration is bonding. If the existing surface is contaminated with oil or has delamination, the overlay will fail.
Joint Arris Reconstruction
This is a specialized partial-depth repair focused specifically on rebuilding damaged joint edges. The deteriorated concrete is sawcut and removed to a minimum depth (typically one inch), and new material, usually an epoxy mortar or polyurea, is placed and shaped to restore the original joint profile. Given that joint arris damage is the most frequent repair need in high-traffic warehouses, this procedure is probably the one Huntsville facility managers will encounter most often.
Which Repair Method Should You Choose?
Problem | Best Repair |
|---|---|
Hairline crack | Routing and sealing |
Structural crack | Epoxy injection |
Surface spalling | Partial-depth patch |
Joint edge failure | Joint arris reconstruction |
Settlement | Polyurethane lifting |
Failed slab | Full-depth replacement |
Uneven joints | Grinding |
Widespread surface wear | Overlay |
For detailed coverage of joint repair techniques and materials, our concrete joint repair glossary breaks down every step.
Materials and Specifications
Semi-Rigid Joint Filler: Epoxy vs. Polyurea
This is the most important material decision in Huntsville warehouse floor repair, and the one most commonly misunderstood. Both epoxy and polyurea joint fillers are designed to protect joint edges from forklift impact, but they perform differently in critical ways.
Property | Epoxy Joint Filler | Polyurea Joint Filler |
|---|---|---|
Shore A Hardness | 80-85 (meets ACI 302 standard) | 80-85 (meets ACI 302 standard) |
Cure/Shave Time | 12+ hours before shaving; often requires propane torch heating | Shaveable within 30 minutes; no torch needed |
Cold Temperature Performance | Limited; slows significantly below 50°F | Cures as low as -25°F; ideal for freezer warehouses |
Moisture Sensitivity | Low; polymerization is not interfered with by minor moisture | High; isocyanate reacts with moisture, causing gassing or foaming |
Bond Strength | Generally higher bond, tear resistance, and chemical resistance | Good but typically lower than epoxy |
Elongation (Practical) | 25% elongation, tolerates 5-8% lateral expansion | 400% elongation on paper, but only 5-15% lateral expansion before splitting |
Best Use Case | Permanent fills where downtime is acceptable; environments with moisture concerns | Active warehouses where fast turnaround is critical; cold storage facilities |
A key insight that most articles miss: the high elongation number on polyurea spec sheets is misleading. A polyurea filler rated at 400% elongation can only expand about 5-15% laterally before it splits. An epoxy with 25% elongation tolerates 5-8% lateral expansion. The practical difference is much smaller than the numbers suggest.
Semi-rigid joint fillers of either type should be installed at a minimum depth of one inch.
Shore A Hardness
Shore A hardness measures the resistance of a material to indentation. For warehouse joint fillers, ACI 302 requires a minimum Shore A hardness of 80. In practice, Shore A 85 has become the industry standard for typical warehouse and industrial environments. Materials softer than 80 will deform under forklift wheel pressure and fail to protect joint edges.
Joint Filler vs. Joint Sealant
This is the most common terminology mix-up in the industry, and practitioners on Reddit and trade forums flag it repeatedly. The distinction is critical:
Joint fillers are semi-rigid materials (Shore A 80+) designed to support joint edges and withstand forklift traffic. They are used in sawcut contraction joints and construction joints inside warehouses.
Joint sealants are flexible materials (typically Shore A 25-40) designed to stretch and compress as joints open and close with temperature changes. They are used in exterior joints and interior expansion joints. Joint sealants offer no protection from forklift traffic. Installing a sealant where a filler is needed guarantees failure.
Epoxy Mortar
Epoxy mortar is a mixture of epoxy resin and aggregate (usually sand) used for partial-depth repairs, spall patching, and joint arris reconstruction. It cures to a hard, durable surface that bonds well to existing concrete and withstands heavy traffic. It is the go-to patching material for most Huntsville warehouse floor repair contractors.
ACI 302.1R
ACI 302.1R is the American Concrete Institute’s guide for concrete floor and slab construction. It covers everything from mix design to finishing techniques to joint filler specifications. When your contractor or engineer references “ACI 302,” they are talking about this document. It is the industry bible for commercial and industrial floor construction, and its Shore A hardness requirements for joint fillers are the benchmark that both epoxy and polyurea manufacturers build to.
F-Numbers (FF and FL)
F-numbers quantify how flat and level a concrete floor is. FF (Floor Flatness) measures bumps and dips over short distances. FL (Floor Levelness) measures the overall tilt of the floor. Higher numbers mean flatter, more level surfaces.
Warehouse floors typically require minimum FF 35/FL 25 for conventional forklift operations, but facilities using narrow-aisle reach trucks or automated guided vehicles need much higher tolerances. For a full explanation of how these numbers are measured and specified, see our F-number guide.
Epoxy vs Polyurea: Which Should Huntsville Warehouses Choose?
Choose Epoxy If
Chemical resistance matters
Moisture is present
Long cure time is acceptable
Maximum bond strength is required
Choose Polyurea If
Downtime must be minimized
Cold storage is involved
Joints must reopen quickly
Repairs are performed during operating hours
Inspection, Safety, and Structural Terms
OSHA 1910.22 (Walking-Working Surfaces)
This is the federal regulation that governs floor conditions in warehouses and industrial facilities. It requires that walking-working surfaces be maintained free of hazards such as sharp or protruding objects, loose boards, corrosion, leaks, spills, snow, and ice. Employers must ensure each surface can support the maximum intended load for that area.
OSHA also specifies that employers must keep floors “well maintained (e.g., no ruts or bumps) to reduce force when using manual materials handling equipment and whole body vibration/shock from driven equipment.” The Bureau of Labor Statistics reported 844 fatal falls, slips, and trips in U.S. workplaces in 2024, along with 2.5 million total nonfatal workplace injuries and illnesses across private industry. Damaged warehouse floors contribute directly to these numbers.
If an OSHA inspector finds trip hazards, uneven joints, or spalled areas in your Huntsville warehouse, you face citations, fines, and potential liability.
Control Joint (Contraction Joint)
A control joint is a planned groove cut or formed into the concrete slab to create a weakened plane. When the concrete shrinks, it cracks at the joint rather than randomly across the slab. Control joints are typically sawcut within 4 to 12 hours after finishing, at a depth of one quarter to one third of the slab thickness.
Proper joint spacing is critical. Joints too far apart lead to random cracking between them. Joints too close together increase the number of edges that need maintenance.
Construction Joint
A construction joint is where one concrete pour ends and the next begins. Unlike control joints, which are planned weak points, construction joints are working joints between separately placed sections. They require careful detailing (keyways or dowels) to ensure load transfer between adjacent slabs.
Expansion Joint
An expansion joint is a full-depth gap designed to allow the slab to expand without pushing against walls, columns, or adjacent slabs. These joints are filled with compressible material and sealed with flexible sealants (not semi-rigid fillers). They are found around building perimeters, at column isolations, and between large slab areas.
Subgrade and Subbase
The subgrade is the native soil beneath the warehouse slab. The subbase is a layer of compacted granular material (usually crushed stone) placed on top of the subgrade to provide uniform support, drainage, and a stable working platform. Problems in either layer, from poor compaction to expansive clay soils, eventually show up as settlement, cracking, or rocking at the slab surface.
Huntsville’s geology includes areas of clay-rich soil that expand and contract with moisture changes. This makes subgrade preparation especially important for new warehouse construction and something to investigate when diagnosing settlement in existing facilities. More detail on proper subgrade work is in our site grading and base guide.
Impact Gap
The Impact Gap is the primary cause of repair failure in modern facilities using high-speed automated guided vehicles (AGVs) or high-mast reach trucks. Here is what happens: a moving forklift exerts a point load that shifts across a joint gap. If the repair material’s modulus of elasticity does not match the surrounding concrete, the patch deflects under load while the adjacent concrete does not. That differential movement breaks the bond and the repair delaminates.
This is why contractors working on Huntsville warehouse floor repair projects in high-traffic facilities use industrial-grade polyurea or epoxy mortars with Shore A hardness of 80 or higher. The material needs to be rigid enough that joint edges do not deflect under the rolling point load. One practitioner on Reddit, working in an old warehouse, asked about patching products for forklift traffic. The practical advice: check DOT-approved product lists, because bridge-deck repair materials are engineered for exactly these kinds of demanding traffic loads.
Load Transfer
Load transfer is the ability of a joint to transmit part of an applied load from one slab panel to the adjacent panel. Good load transfer reduces the deflection at joint edges, which protects joint fillers and prevents arris damage. Dowel bars, aggregate interlock, and diamond-shaped load transfer devices are common methods. When load transfer fails, one side of the joint deflects more than the other, and the resulting step creates a hammer-and-anvil effect under every forklift wheel.
Vapor Barrier
A vapor barrier is a sheet of polyethylene or similar material placed beneath the slab to prevent ground moisture from migrating upward into the concrete. Without it, moisture can cause adhesive failures under coatings, promote efflorescence, and contribute to curling. In new Huntsville warehouse construction, a minimum 15-mil vapor barrier placed directly beneath the slab (per ACI 302 recommendations) is standard practice.
Forklift Damage Prevention
Understanding Huntsville warehouse floor repair terms is valuable, but preventing damage in the first place saves more money. Industry practitioners recommend inspecting warehouse floors at least once a month. High-traffic areas, particularly those with constantly used forklifts, may need more frequent checks.
Forklifts themselves can be part of the solution. Pneumatic tires are gentler on concrete floors than hard polyurethane wheels. Keeping forklifts well maintained (proper alignment, functional suspension, calibrated braking) reduces their impact on the floor surface. Speed limits in tight-turn areas and along joint lines also make a measurable difference.
For more on how to design concrete floors that resist forklift damage from the start, our guide on concrete floor design for forklift traffic covers thickness requirements, joint spacing, and material selection.
When to Call a Professional
Some warehouse floor problems can be monitored. Others need immediate attention. Here are the signs that you have moved past basic maintenance and into professional repair territory:
Structural cracks wider than 1/8 inch, especially if they are growing. These may indicate foundation problems, overloading, or subgrade failure.
Joint damage on more than 20% of your joints. At this point, individual repairs become less cost-effective than a systematic joint restoration program.
Slab settlement or rocking. Any slab that deflects visibly under forklift traffic needs investigation. The problem is almost always beneath the slab, not on the surface.
Widespread delamination. If chain-dragging reveals hollow-sounding areas across large sections of floor, surface repairs will not hold. You likely need partial or full-depth replacement.
Failed previous repairs. Patches that keep breaking loose signal a mismatch between the repair material and the operating conditions. Diagnosis before materials selection is essential. Choosing a product without understanding the failure mechanism is the most expensive mistake in warehouse floor repair.
OSHA concerns. If you have trip hazards, uneven surfaces, or loose material in pedestrian or forklift traffic areas, the repair is not optional. It is a compliance and liability issue.
Wright Construction provides concrete slab repair, joint restoration, and industrial concrete maintenance for warehouse and distribution facilities across North Alabama. With an office in Huntsville and self-perform crews experienced in industrial environments, the team can diagnose the problem and match the right repair method to your specific conditions.
Contact Wright Construction to schedule a warehouse floor assessment.
Frequently Asked Questions
What is the most common type of Huntsville warehouse floor repair?
Joint arris repair is the most frequent repair need. The edges of floor joints take constant impact from forklift wheels, and in high-traffic Huntsville distribution centers, those edges can deteriorate within a few years of opening. Proper joint filling and arris reconstruction with Shore A 80+ materials addresses most day-to-day damage.
How do I know if my warehouse floor cracks are structural?
Structural cracks tend to be wider than 1/8 inch, run through the full depth of the slab, and may show signs of differential movement (one side higher than the other). If a crack is growing, changing direction, or accompanied by settlement, it likely has a structural cause and warrants professional evaluation. Not all cracks are structural. ACI 360R acknowledges that some cracking is expected even in well-built floors.
Should I use epoxy or polyurea joint filler in my warehouse?
It depends on your operating conditions. If your warehouse is active and you cannot afford 12+ hours of downtime per joint, polyurea’s 30-minute shave time is a major advantage. If you have moisture concerns or need maximum bond strength and chemical resistance, epoxy is the better choice. For cold storage facilities, polyurea is the clear winner because it cures in temperatures as low as -25°F.
How often should warehouse floors be inspected?
Monthly inspections are the minimum recommendation. High-traffic zones, especially areas around loading docks, staging lanes, and primary forklift routes, should be checked more frequently. Catching joint damage or cracking early makes repair simpler and cheaper.
What is the difference between a joint filler and a joint sealant?
Joint fillers are semi-rigid (Shore A 80+) and designed to support forklift traffic across joints. Joint sealants are flexible (Shore A 25-40) and designed to accommodate expansion and contraction. Using a sealant where you need a filler is a guaranteed failure. This is the most common material mistake in warehouse floor repair.
Does Alabama’s climate affect warehouse floor performance?
Yes. North Alabama’s clay soils expand and contract with moisture changes, which can cause settlement and subgrade movement. High summer heat drives rapid surface drying that contributes to curling and shrinkage cracking. Humidity cycling throughout the year creates moisture differentials between the top and bottom of slabs. These factors make proper subgrade preparation, vapor barriers, and joint design especially important for Huntsville warehouse floors.
What does OSHA require for warehouse floor conditions?
OSHA 1910.22 requires that walking-working surfaces be maintained free of hazards, regularly inspected, and capable of supporting maximum intended loads. Damaged floors with trip hazards, loose material, or uneven joints can result in citations. With 844 fatal falls, slips, and trips recorded in U.S. workplaces in 2024, floor maintenance is a serious safety and compliance issue.
What is the Impact Gap and why does it matter?
The Impact Gap describes the failure mechanism that occurs when a repair material has a different stiffness than the surrounding concrete. As a forklift wheel rolls across the joint, the softer material deflects while the concrete does not. That difference in movement breaks the bond and the repair fails. Using industrial-grade materials with Shore A 80+ hardness that match the concrete’s rigidity prevents this problem.
How long do warehouse floor repairs last?
Properly installed repairs can last from several years to more than a decade depending on traffic levels, repair materials, subgrade conditions, and maintenance practices. Joint arris repairs using quality semi-rigid fillers often provide the longest service life in forklift-heavy warehouses.
Can warehouse repairs be completed without shutting down operations?
Many repairs can be phased so only small sections of the warehouse are closed at a time. Fast-curing polyurea systems can often return joints to service within an hour, minimizing operational disruption.
What causes warehouse floor joints to fail?
Joint failure is usually caused by repeated forklift impacts, insufficient joint filler support, curling, poor load transfer, or deteriorating concrete along the joint edges.
How much downtime does warehouse floor repair require?
Downtime depends on the repair method. Crack sealing may take only a few hours, while epoxy joint fillers often require overnight curing. Full slab replacement can require several days.
