MC-Dur 1200
High-Build Elastomeric Acrylic Anti-Carbonation and Protective Coating for Reinforced Concrete Structures — Crack-Bridging Exterior Surface Protection for Bridges, Buildings, and Infrastructure
Authorized Project Distributor — MC-Bauchemie India | Space Arc Engineering, Ghaziabad
Product Overview
MC-Dur 1200 is a high-build, water-based elastomeric acrylic polymer coating from MC-Bauchemie designed as a comprehensive surface protection system for reinforced concrete structures under EN 1504-2 (Principles 1, 8, and 9 — protection against ingress, increasing resistivity, and moisture control). The elastomeric formulation is the key performance differentiator from the rigid anti-carbonation coatings in the MC-Bauchemie range: the cured MC-Dur 1200 film has a tensile elongation at break of 150 to 300 percent, providing genuine crack-bridging capability — the coating stretches to cover hairline cracks up to 0.3 to 0.5 mm width that open and close with thermal cycling, without the coating cracking and creating a moisture and CO2 ingress path at the crack location. This crack-bridging capability is critical because virtually all reinforced concrete structures develop thermal hairline cracks (surface concrete CTE produces 0.1 to 0.3 mm surface crack widths under diurnal temperature variation in Delhi NCR) — a rigid anti-carbonation coating spans these cracks initially but cracks itself at the concrete crack location within 1 to 2 years, negating the CO2 protection at the highest-risk points (the crack walls where CO2 penetrates most rapidly). The CO2 diffusion resistance of MC-Dur 1200 is characterised by its equivalent air layer thickness (sd value) — the thickness of still air that provides the same CO2 diffusion resistance as the applied coating dry film — MC-Dur 1200 at 300 to 400 micron DFT achieves sd greater than 50 metres (equivalent to 50 metres of still air CO2 diffusion resistance), which the European standard BBA/ETAG criteria classify as a high-performance anti-carbonation coating providing multi-decade protection to the reinforced concrete cover. Applied as a system (primer if required plus MC-Dur 1200 in two or three coats), the coating extends the time for the carbonation front to reach the rebar by 20 to 40 years depending on the original concrete cover depth, directly reducing the life-cycle cost of bridge and infrastructure maintenance through deferred rehabilitation. Space Arc Engineering supplies MC-Dur 1200 for bridge maintenance agencies, infrastructure coating contractors, and building facade restoration specialists across Ghaziabad, Delhi NCR, Noida, and Uttar Pradesh.
Applications
- Bridge and flyover anti-carbonation protection — applying MC-Dur 1200 to the pier columns, beam soffits, deck soffits, and abutment faces of reinforced concrete bridges and highway flyovers as a planned protective coating applied before significant carbonation depth has developed, to extend the service life of the bridge structure by 20 to 40 years and defer the high-cost structural repair phase that follows carbonation-induced rebar corrosion — the most cost-effective single bridge life-extension intervention available
- Residential and commercial building facade protection — coating the exterior reinforced concrete facade panels, column faces, balcony soffits, and exposed beam faces of residential and commercial buildings in Delhi NCR, where urban atmospheric CO2 concentrations (1000 to 2000 ppm in Delhi compared to the global average 420 ppm) accelerate carbonation rates by 2 to 5 times relative to rural concrete, making anti-carbonation coating a prudent protection investment for buildings above 10 years old
- Industrial building and plant structure protection — applying MC-Dur 1200 to reinforced concrete frames, walls, and soffits of industrial buildings, warehouses, and manufacturing plants where elevated CO2 from combustion processes and chemical fumes accelerates the carbonation of the structural concrete frame beyond the rate experienced in normal atmospheric conditions
- Retaining wall and sound barrier face protection — coating the exterior face of highway retaining walls, noise barrier walls, and metro viaduct retaining structures to protect the reinforced concrete from carbonation, chloride from highway de-icing or marine aerosol, and the UV and ozone degradation from prolonged outdoor exposure
- Post-repair surface protection over structural repair mortars — applying MC-Dur 1200 over the full concrete face of bridge piers, columns, and walls that have been structurally repaired with MC-Dur or MC-RocTec repair mortars, to seal both the repair area and the surrounding unrepaired concrete with a uniform protective coating that prevents further CO2 and chloride penetration to the repaired zone — completing the EN 1504-compliant repair system
- Water treatment plant and sewage structure external protection — coating the external above-grade faces of reinforced concrete water treatment structures, sewage treatment plant tankage, and pumping station walls where the combination of atmospheric CO2, high humidity, and biological activity accelerates concrete surface deterioration and where the elastomeric coating provides moisture resistance in addition to CO2 protection
Key Advantages
- Elastomeric crack-bridging capability — 150 to 300 percent tensile elongation at break allows the cured film to bridge hairline cracks up to 0.3 to 0.5 mm width without cracking — provides lasting CO2 protection at the most vulnerable points (concrete crack locations) where rigid coatings fail within 1 to 2 years of application — the defining technical advantage over rigid anti-carbonation paints for the Delhi NCR outdoor thermal environment
- High CO2 diffusion resistance — sd value greater than 50 metres at 300 to 400 micron DFT — equivalent air layer CO2 resistance classification: Class III (high) per EN 1504-2 — provides multi-decade carbonation protection that matches or exceeds the residual service life of existing bridges and buildings at the time of coating application
- EN 1504-2 compliant surface protection system — compliance with the European standard for concrete surface protection ensures that the coating meets rigorous performance testing requirements for CO2 diffusion resistance, water vapour permeability, adhesion, UV stability, chloride diffusion resistance, and crack-bridging — the specification standard increasingly referenced by NHAI and state PWD bridge maintenance manuals in India
- Water vapour permeable — elastomeric acrylic coating is water vapour permeable (Sd water vapour value within EN 1504-2 Class W2 limits) — allows concrete moisture to breathe outward while blocking CO2 and liquid water ingress — prevents osmotic blistering of the coating caused by trapped vapour pressure at the coating-concrete interface
- UV and weather stable — acrylic polymer binder provides good UV stability and colour retention for exterior exposure without the UV degradation and chalking of standard epoxy coatings — maintains protective performance and acceptable appearance over 10 to 15 year field exposure without significant performance degradation
- Roller and brush application — water-based, low-VOC formulation applied by standard masonry roller or brush without specialist spray equipment — simple application by trained painting contractors without specialist coatings applicator equipment — reduces application cost relative to two-component coatings requiring specialist spray systems
Technical Data
| Type | High-build water-based elastomeric acrylic anti-carbonation protective coating (EN 1504-2 Principles 1, 8, 9) |
| CO2 Diffusion Resistance (sd value) | Greater than 50 metres at 300 to 400 micron DFT (Class III — High per EN 1504-2 Table 2) |
| Crack-Bridging Capability | Bridges static hairline cracks up to 0.3 to 0.5 mm width — Class A2 per EN 1062-7 |
| Application Method | Roller or brush — 2 to 3 coats for target DFT — allow each coat to dry fully before the next |
| Dry Film Thickness (DFT) | 300 to 400 micron total (100 to 150 micron per coat in 2 to 3 coat system) |
| Elongation at Break | 150 to 300 percent (cured film) — elastomeric flexibility confirmed by EN ISO 527 |
| Water Vapour Permeability | Class W2 per EN 1504-2 — moisture vapour transmissive (breathable coating) |
| UV Stability | Exterior UV and weathering stable — acrylic binder maintains performance on south-facing facades and bridge surfaces in Indian UV intensity |
Get a Quote
+91 9999155255 | info@space-arc.com | Space Arc Engineering, Sahibabad, Ghaziabad
Frequently Asked Questions
A PWD executive engineer in Uttar Pradesh is preparing a preventive maintenance specification for 24 reinforced concrete bridges on state highways that are between 8 and 15 years old — current inspection shows carbonation depths of 5 to 15 mm (concrete cover is 40 mm) — no active rebar corrosion has been detected yet — the engineer wants to apply MC-Dur 1200 anti-carbonation coating as a preventive measure — how should the coating programme be specified, what surface preparation is needed before coating application, and how long will the coating extend the bridge life before the next maintenance intervention is needed?
Preventive anti-carbonation coating of reinforced concrete bridges at 8 to 15 years old with 5 to 15 mm carbonation depth (versus 40 mm cover) is excellent timing — there is still a carbonation-free concrete layer of 25 to 35 mm protecting the rebar, and by coating now before any corrosion initiates, the engineer achieves maximum life-cycle value from the coating investment. Here is the complete specification framework. Service life extension calculation: without coating, at an average carbonation rate of 1.5 to 2.0 mm per square root of year (typical for M25 to M30 concrete in Delhi NCR atmospheric conditions), the carbonation front will reach the rebar (at 40 mm cover) in approximately: (40 mm cover / 1.75 mm per root year)^2 = approximately 520 years? No — recalculate: at a carbonation rate of 1.5 mm per root year, to progress from 12 mm current depth to 40 mm rebar depth requires (40-12) = 28 mm further penetration; time to penetrate 28 mm at 1.5 mm per root year = (28/1.5)^2 = approximately 348 additional years — wait, that is wrong. The carbonation depth formula is d = k x t^0.5 where k is the carbonation coefficient (mm per root year); k = current depth / root(current age) = 12 mm / root(10 years) = 3.8 mm per root year — this is more realistic for Delhi NCR urban atmospheric conditions. Time to reach 40 mm cover without coating = (40/3.8)^2 = approximately 110 years total age, meaning 100 years from now — actually very long. But for a 15-year-old bridge with 15 mm carbonation depth: k = 15/root(15) = 3.87 mm per root year; time to reach 40 mm = (40/3.87)^2 = approximately 107 years total, meaning 92 years remaining. With MC-Dur 1200 coating at sd greater than 50 metres, the CO2 diffusion through the coating is negligible and the in-concrete carbonation rate effectively stops (for the purpose of the service life model) — the coating provides protection until it degrades (typically 10 to 15 years of effective life before recoating is needed for maximum performance, though the coating continues to provide some protection beyond this). So the correct life-cycle answer is: coating prevents carbonation progression for 10 to 15 years (one coating cycle), then recoating every 10 to 15 years maintains protection indefinitely — the bridges will never experience active rebar corrosion as long as the maintenance painting programme is sustained. Surface preparation specification for 24-bridge programme: preparation is the most important variable for coating performance — poor preparation is the primary cause of premature coating failure: pressure washing: clean all concrete surfaces with minimum 200 bar water jet to remove dust, bird droppings, organic growth (algae, lichen), and loose concrete surface — on bridges, focus on beam soffits and pier column faces which are most heavily contaminated; repair visible defects: repair all blowholes greater than 3 mm diameter with MC-Dur 200 or MC-Dur 100 before coating — the coating will bridge hairline cracks but will not adequately seal defects larger than 0.5 mm; fill all construction joint lines and repair mortar boundaries that are slightly proud or recessed with MC-Dur 100 skim coat to produce a consistent base surface; check surface pH: concrete surface pH should be greater than 9 before coating — if pH is below 9 (indicating deep carbonation of the surface zone), apply a cementitious surface restorer or limewash to raise the pH before coating; primer: apply MC-Dur primer (confirm the appropriate primer grade with Space Arc Engineering for the specific MC-Dur 1200 system) at 80 to 120 g per square metre by roller — allow to dry fully before topcoat. MC-Dur 1200 application for bridge structures: coat 1: apply MC-Dur 1200 at 150 to 200 g per square metre by medium-nap masonry roller on accessible surfaces, and by brush for all recesses, rebates, and tight areas around bearings and expansion joints; allow full drying (minimum 4 hours at 25 degrees Celsius); coat 2: apply second coat at 150 to 200 g per square metre; check DFT after coat 2 with a wet film gauge (target 200 to 300 micron wet, yielding approximately 100 to 150 micron dry per coat); coat 3 (if required to reach 300 to 400 micron total DFT): apply third coat. Maintenance schedule for the 24-bridge programme: inspect each bridge coating annually for: loss of elasticity (check crack-bridging capability — if the film has hardened and cracked at hairlines, schedule recoating); adhesion loss (chalk test and adhesion tape test); and overall condition rating; recoat every 10 to 12 years or earlier if condition inspection indicates deterioration; record inspection and recoating history in the bridge maintenance register. Space Arc Engineering supplies MC-Dur 1200 and provides technical support for UP PWD preventive bridge maintenance coating programmes — call +91 9999155255 for bridge-by-bridge quantity schedules and application method statements.
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Space Arc Engineering is an Authorized Project Distributor for MC-Bauchemie India serving Delhi NCR, Ghaziabad, Noida and Uttar Pradesh.
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