MC-Dur 300 — Medium-Grade Polymer-Modified Cementitious Hand-Applied Repair Mortar for General Concrete Reinstatement and Structural Element Repair up to 40 mm Depth per Layer

MC-Dur 300

Medium-Grade Polymer-Modified Cementitious Hand-Applied Repair Mortar for General Concrete Reinstatement and Structural Element Repair up to 40 mm Depth per Layer

Authorized Project Distributor — MC-Bauchemie India | Space Arc Engineering, Ghaziabad

Product Overview

MC-Dur 300 is a factory-premixed, polymer-modified cementitious repair mortar from MC-Bauchemie covering the medium-grade structural repair range for reinforced concrete — the product sits between the fine skim coat finishing range (MC-Dur 100) and the high-build coarse aggregate range (MC-RocTec HB) and addresses the most common repair depth encountered in structural concrete restoration practice: 10 to 40 mm per layer, with multiple layers applicable for greater depths. The classification of MC-Dur 300 as EN 1504-3 Class R3 defines its performance requirements: compressive strength minimum 25 MPa at 28 days; flexural strength minimum 4 MPa; chloride ion content maximum 0.05 percent; carbonation depth no greater than the comparison mortar; compatibility with the substrate concrete in terms of modulus of elasticity and thermal expansion; adhesion bond minimum 1.5 MPa pull-off strength; and shrinkage resistance within the EN 1504-3 envelope. The polymer modification (typically a redispersible polymer powder incorporated during factory manufacture, SBR or modified EVA type) serves multiple functions: it improves the adhesion bond between the fresh mortar and the existing concrete substrate; it reduces the water-cement ratio achievable at a given workability, improving density and reducing permeability; it provides a degree of crack accommodation (microductility) preventing the repair mortar from cracking and delaminating during the early shrinkage phase; and it improves the freeze-thaw resistance of the cured mortar. The application range of MC-Dur 300 covers: spalling repair on soffits of bridge and building beams where corroded rebar has caused delamination of the concrete cover; repair of deteriorated columns and walls in industrial buildings subject to carbonation-induced and chloride-induced corrosion; repair of construction defects (formwork blowholes, segregation zones, cold joints); repair of fire-damaged concrete where the heat has reduced the surface concrete to low strength; and repair of concrete elements suffering from alkali-silica reaction (ASR) cracking and surface deterioration. Space Arc Engineering supplies MC-Dur 300 for structural concrete repair contractors, consulting engineers, and infrastructure maintenance agencies across Ghaziabad, Delhi NCR, Noida, and Uttar Pradesh.

Applications

  • Bridge beam soffit repair — hand-applying MC-Dur 300 to the soffits of pre-stressed and reinforced concrete bridge beams on NH and state highways where carbonation or chloride penetration has caused rebar corrosion, concrete cover delamination, and spalling — soffit repair is the most common structural concrete repair category on the Indian road network and MC-Dur 300 provides the 10 to 40 mm depth repair capability required for typical cover zone restoration
  • Column and pier capital repair — reinstating deteriorated concrete on the columns and pier capitals of flyovers, metro viaducts, and industrial buildings where corrosion-induced spalling has reduced the section geometry and exposed the rebar to further atmospheric attack — hand application of MC-Dur 300 allows careful restoration of complex section profiles including chamfered and curved column corners
  • Retaining wall face repair — repairing the face of deteriorated reinforced concrete retaining walls on highways, railway embankments, and building basements where surface deterioration, cracking, and spalling requires mortar reinstatement to restore the protective concrete cover over the rebar and prevent further ingress of carbonation and chloride
  • Construction defect rectification — filling blowholes, segregation zones, honeycombing, and cold joint defects identified after formwork striking on freshly constructed reinforced concrete elements — MC-Dur 300 provides the structural strength, adhesion, and durability required to reinstate construction defects without compromising the structural integrity or durability of the element
  • Industrial building structural repair — repairing deteriorated reinforced concrete frames, slabs, and walls in factory buildings, warehouses, and industrial sheds where aggressive process environments (chemical fumes, thermal cycling, vibration) have accelerated concrete deterioration and rebar corrosion to the point requiring structural intervention
  • Fire-damaged concrete reinstatement — restoring the cross-section of reinforced concrete elements (columns, beams, slabs) that have suffered surface concrete loss due to fire exposure, where the heat has reduced the concrete compressive strength and caused surface spalling — MC-Dur 300 is applied after removal of all fire-damaged concrete back to sound substrate

Key Advantages

  • EN 1504-3 Class R3 compliance — verified structural repair performance to the most widely specified European standard for concrete repair mortars — gives engineer and owner confidence in consistent, documented performance beyond locally manufactured repair mortars of uncertain quality
  • Polymer modification for superior adhesion — redispersible polymer powder incorporated at factory provides minimum 1.5 MPa pull-off adhesion bond to prepared concrete substrate — adhesion failure (delamination) is the most common cause of repair failure in Indian climatic conditions and MC-Dur 300 specification eliminates this risk
  • 10 to 40 mm per layer application range — covers the full depth range of typical structural concrete repair without requiring aggregate grade changes — reduces the number of products a repair contractor needs to stock and allows flexibility in repair layer sequencing on site
  • Factory-premixed quality assurance — no site batching variability — every bag produces mortar of consistent composition and performance — eliminates the quality variation endemic in site-mixed cement-sand-polymer repair mortars and provides a reproducible, verifiable repair specification
  • Low shrinkage — polymer modification and optimised cementitious formulation reduce drying shrinkage to within EN 1504-3 limits — low shrinkage prevents repair delamination and surface cracking at early age, the most common field failure mode for repair mortars applied in the high-evaporation summer conditions of Delhi NCR (May-June)
  • Compatible with corrosion protection systems — MC-Dur 300 is compatible with reinforcement corrosion protection coatings (MC-Dur coating range) applied to exposed rebar before mortar application — provides a complete, integrated repair system from rebar treatment through to mortar reinstatement and surface finish

Technical Data

ClassificationEN 1504-3 Class R3 Structural Repair Mortar
Compressive StrengthMinimum 25 MPa at 28 days (EN 12190)
Flexural StrengthMinimum 4 MPa at 28 days
Adhesion Bond (Pull-off)Minimum 1.5 MPa on prepared concrete substrate (EN 1542)
Application Depth per Layer10 to 40 mm (thicker repairs by multiple layers — allow each layer to achieve initial set before applying the next)
Application Temperature5 to 35 degrees Celsius ambient — substrate temperature above 5 degrees Celsius
Water-Powder RatioAs per current PDS — typically 0.14 to 0.17 (low water addition provides high-density mortar)
Substrate PreparationMechanical preparation (jack-hammer, scabbling, or ultra-high pressure water-jetting) to ICRI CSP 6-9 profile minimum — saturated surface dry before mortar application

Get a Quote

+91 9999155255 | info@space-arc.com | Space Arc Engineering, Sahibabad, Ghaziabad

Frequently Asked Questions

A PWD bridge maintenance engineer in Uttar Pradesh has a programme to repair 12 reinforced concrete road bridges on state highways — the primary deterioration mode is chloride-induced rebar corrosion (from winter de-icing salt use on NH-58 through Muzaffarnagar) causing soffit spalling on the main bridge beams — she needs to know the complete repair specification sequence from deterioration diagnosis through to final surface protection coat for the beam soffits, and whether MC-Dur 300 alone is sufficient or whether additional corrosion protection of the rebar is needed before applying the repair mortar

A 12-bridge repair programme for chloride-induced rebar corrosion on Uttar Pradesh state highway bridges is an important infrastructure maintenance operation — the complete correct repair specification is critical because improper repair (particularly omitting rebar corrosion treatment before patching) leads to incipient anode corrosion failure within 3 to 7 years, making the repair expenditure entirely wasted. The complete specification sequence for the EN 1504-compliant repair is as follows. Phase 1 — Deterioration survey and condition mapping: for each bridge, produce a delamination and spalling map of all beam soffits (and deck slab soffits, if included) using: visual inspection noting all visible cracks, staining, and active spalling; sounding survey (chain drag or hammer tapping) to identify delaminated areas not yet visibly spalled; cover meter survey to map the actual concrete cover over rebar and identify areas of inadequate cover (less than 30 mm) that are at high risk of early corrosion initiation; half-cell potential survey (ASTM C876) to categorise rebar corrosion activity — half-cell potentials more negative than -350 mV (CSE) indicate high probability of active corrosion and identify repairs where rebar corrosion treatment is mandatory. Phase 2 — Concrete removal and substrate preparation: remove all delaminated and spalling concrete including the surrounding halo zone of chloride-contaminated but unspalled concrete — do not leave in place sound-seeming concrete with high chloride content next to the repair boundary because this creates a macro-cell between the repair boundary rebar and the embedded rebar in the chloride zone, accelerating corrosion at the repair perimeter (the incipient anode or halo effect — the most common cause of repair failure within 3 to 5 years). Remove concrete to a minimum 25 mm behind the rebar. Use saw cutting at the repair perimeter to produce a square-edged repair profile rather than a feathered edge — feathered edges are a common cause of repair edge delamination. Preparation method: light pneumatic chipping (not heavy jack-hammering which can damage the rebar-concrete bond in surrounding sound concrete) or ultra-high pressure water-jetting (UHPWJ at 1200 to 2000 bar) — UHPWJ is preferred because it removes all chloride-contaminated concrete paste more effectively and does not cause micro-cracking from percussion. Phase 3 — Rebar inspection, cleaning and corrosion protection: inspect all exposed rebar for section loss — if rebar diameter has reduced by more than 25 percent, structural engineer should assess and specify supplementary reinforcement; if less than 25 percent loss, proceed with cleaning and protection. Clean all exposed rebar to bright metal by mechanical wire brushing or grit blasting — remove all rust scale, loose corrosion products, and chloride salts from the rebar surface — achieve Sa 2.5 (near-white metal) standard. CORROSION PROTECTION (mandatory for chloride-induced corrosion — do not omit): apply two coats of MC-Dur rebar corrosion protection coating (zinc-rich or zinc-epoxy primer type) to all exposed rebar surfaces — the corrosion protection is mandatory for chloride-induced corrosion because: (a) the chloride ion concentration in the concrete surrounding the rebar in the repair zone cannot be reduced to safe levels by mortar application alone; (b) without corrosion protection, the rebar will continue to corrode within the repair mortar in the continued presence of residual chloride from the surrounding unremoved concrete, leading to repair failure by incipient anode mechanism within 3 to 5 years. Phase 4 — Repair mortar application: apply a primer coat of MC-Dur bonding slurry (cementitious bonding agent or neat slurry from the MC-Dur 300 product, mixed to a runny consistency) by stiff brush to all prepared concrete surfaces and rebar surfaces while still wet and tacky; immediately apply MC-Dur 300 first layer (30 to 40 mm per layer) by hand trowel, pressing firmly into the repair profile to ensure intimate contact with all surfaces; scratch the first layer surface before initial set (1 to 2 hours) if a second layer is required; for second layer, re-apply primer slurry and apply MC-Dur 300 second layer by trowel; finish surface to match adjacent concrete texture. Curing: apply wet curing (wet hessian or curing compound) immediately after troweling — minimum 3 days wet curing — critical in the hot and windy conditions of Uttar Pradesh in April to June when surface evaporation rates can remove the mix water before adequate hydration occurs. Phase 5 — Surface protection coat: apply anti-carbonation coating (MC-Dur 1200 or equivalent) to the full beam soffit area (not just the repair patches) to provide a uniform surface protective membrane that prevents further CO2 and chloride ingress into both the repair mortar and the surrounding concrete — the protective coat should cover a minimum 500 mm beyond the repair boundary to envelop the risk zone of incipient anode acceleration. Whole-surface coating is essential for the long-term performance of a chloride-induced corrosion repair — spot-patching without surface protection is a false economy that leads to repeat repairs within 5 to 8 years. Space Arc Engineering supplies MC-Dur 300, MC-Dur rebar corrosion protection coatings, MC-Dur bonding slurry, and anti-carbonation protective coatings for bridge repair programmes across Uttar Pradesh, Delhi NCR, Ghaziabad, and Noida — we can provide product and specification support for the 12-bridge programme including project-specific repair specifications and site training for the repair contractor.

Source MC-Dur 300 for Your Project

Space Arc Engineering is an Authorized Project Distributor for MC-Bauchemie India serving Delhi NCR, Ghaziabad, Noida and Uttar Pradesh.

Get MC-Dur 300 — Medium-Grade Polymer-Modified Cementitious Hand-Applied Repair Mortar for General Concrete Reinstatement and Structural Element Repair up to 40 mm Depth per Layer — pricing, TDS & technical help

Space Arc Engineering is an authorized MC-Bauchemie distributor & applicator in Delhi NCR & pan-India. Fast quotes, datasheets and on-site support.

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