MC-Dur 400
Coarse-Aggregate Fibre-Reinforced Polymer-Modified Cementitious Repair Mortar for Deep Structural Concrete Repairs at 20 to 60 mm Depth per Layer
Authorized Project Distributor — MC-Bauchemie India | Space Arc Engineering, Ghaziabad
Product Overview
MC-Dur 400 is a coarse-aggregate, fibre-reinforced, polymer-modified cementitious repair mortar from MC-Bauchemie positioned at the upper end of the hand-applied structural repair mortar range — above MC-Dur 300 (10 to 40 mm) and below the spray-applied MC-RocTec SP. The product is formulated with: a Portland cement base blended with graded aggregates up to 8 to 10 mm maximum size — the coarser aggregate skeleton provides the mechanical framework for load distribution, reduces volumetric shrinkage, and gives the mortar the body required for 20 to 60 mm application depth without sagging or sliding on vertical surfaces; factory-incorporated polypropylene or steel fibres at a controlled dosage providing crack-arresting reinforcement throughout the repair volume, reducing early-age plastic shrinkage cracking and improving impact and flexural toughness of the repaired section; and redispersible polymer powder modification providing minimum 1.5 MPa pull-off adhesion bond to the substrate. The EN 1504-3 classification of MC-Dur 400 targets Class R4 (the highest classification for structural repair mortars) with compressive strength exceeding 45 MPa at 28 days — the high strength ensures that the repair mortar modulus of elasticity and thermal expansion coefficient are matched to the parent concrete, minimising differential stress at the repair boundary that can cause delamination over time. The depth range of 20 to 60 mm per layer covers the most demanding structural repair scenarios encountered in Indian infrastructure: bridge pier and pile cap section loss from chloride-induced corrosion of 30 to 50 mm depth requiring full cover restoration; retaining wall face repair after deep spalling; industrial floor trench and edge repair; and repair of construction joints with deep honeycombing. Space Arc Engineering supplies MC-Dur 400 for structural concrete repair contractors, NHAI bridge rehabilitation firms, and industrial maintenance engineers across Ghaziabad, Delhi NCR, Noida, and Uttar Pradesh.
Applications
- Bridge pier and pile cap deep section repair — reinstating large section losses (20 to 60 mm depth, covering areas from 0.5 to 10 square metres per element) on bridge piers and marine pile caps where advanced chloride-induced corrosion has consumed the full concrete cover and part of the structural section — MC-Dur 400 coarse aggregate provides the volume and strength to rebuild the full structural section in a minimum number of application layers
- Retaining wall deep face repair — repairing the face of highway and railway retaining walls where carbonation or chloride attack has caused deep spalling (20 to 50 mm) over large areas, requiring a high-build mortar capable of being applied to vertical surfaces at 30 to 50 mm depth without shuttering or temporary support
- Heavy industrial concrete repair — reinstating heavily deteriorated reinforced concrete floors, channels, and plinths in steel plants, chemical plants, and heavy engineering factories where mechanical damage, chemical attack, and thermal cycling have caused section losses of 20 to 60 mm requiring a high-strength, impact-resistant repair material compatible with the industrial operating environment
- Large-volume construction defect repair — filling deep honeycombing and segregation voids (20 to 60 mm depth) in newly constructed bridge substructures, retaining walls, and foundation elements where the extent of the defect requires a high-volume repair mortar with the structural strength to reinstate the original design section capacity
- Seaport and coastal structure repair — repairing reinforced concrete jetty deck soffits, quay wall faces, and marine pile caps in seaport and coastal environments where tidal and splash zone chloride attack has caused deep concrete section loss requiring a chloride-resistant, high-strength repair mortar with the volume and bond to reinstate the structural section
- Dam and irrigation structure concrete repair — applying MC-Dur 400 to deep surface deterioration on the faces of concrete gravity dams, weirs, canal lining sections, and sluice gate frames where hydraulic abrasion, freeze-thaw cycling, and alkali-aggregate reaction have caused deep surface loss requiring a structural repair mortar of matching strength and low permeability
Key Advantages
- EN 1504-3 Class R4 performance — highest structural repair mortar classification with compressive strength greater than 45 MPa at 28 days — ensures the repaired section matches or exceeds the strength of the original concrete and provides confidence that the repair mortar will not be the weak link in the load path of the reinstated structural element
- 20 to 60 mm per layer application depth — coarse aggregate skeleton allows thick application layers that build repair volume rapidly — a 50 mm repair depth can be completed in one layer per application session versus three or four thinner layers required with fine or medium mortar grades — reduces repair programme duration and labour cost on large-volume repair contracts
- Factory fibre reinforcement — polypropylene fibres incorporated at the factory provide three-dimensional crack-arresting reinforcement throughout the repair volume, controlling plastic shrinkage cracking at early age and providing improved impact and flexural toughness in the repaired section — particularly important for bridge and industrial structures subject to dynamic loading and vibration
- No-slump vertical surface retention — the stiff, coarse-aggregate mortar consistency is designed to be applied to vertical and overhead surfaces at 20 to 50 mm depth without sliding or sagging — eliminating the need for temporary formwork or shutter boarding for most structural repair depths up to 50 mm
- Polymer-modified adhesion bond — minimum 1.5 MPa pull-off adhesion to mechanically prepared concrete substrate — essential for deep repair mortars where the weight of a 50 to 60 mm layer creates a significant shear stress at the repair boundary — polymer modification ensures the bond strength exceeds this self-weight shear stress with adequate factor of safety
- Full MC-Bauchemie system compatibility — MC-Dur 400 is used in conjunction with MC-Bauchemie bonding primers, rebar corrosion protection coatings, and anti-carbonation surface protection coatings as a complete, integrated, warranty-covered structural repair system
Technical Data
| Classification | EN 1504-3 Class R4 Structural Repair Mortar |
| Compressive Strength | Minimum 45 MPa at 28 days (EN 12190) |
| Flexural Strength | Minimum 6 MPa at 28 days |
| Adhesion Bond (Pull-off) | Minimum 1.5 MPa on prepared concrete substrate (EN 1542) |
| Application Depth per Layer | 20 to 60 mm (multiple layers for greater depth — allow each layer to reach initial set before applying the next) |
| Maximum Aggregate Size | 8 to 10 mm — coarse grading for maximum volume and minimum shrinkage |
| Fibre Type | Factory-incorporated polypropylene or steel fibres — dosage per current PDS |
| Substrate Preparation | Mechanical preparation (jack-hammer, scabbling, or UHPWJ) to ICRI CSP 7-9 profile — minimum 25 mm behind rebar — saturated surface dry before mortar application |
Get a Quote
+91 9999155255 | info@space-arc.com | Space Arc Engineering, Sahibabad, Ghaziabad
Frequently Asked Questions
A bridge maintenance engineer in Uttar Pradesh is preparing a bill of quantities for the deep structural repair of 6 river bridge pier columns on a state highway — each pier shows chloride-induced corrosion-driven spalling to an average depth of 35 mm over approximately 4 square metres of exposed face per pier — the rebar section loss averages 15 percent — what is the complete material quantity and method statement for the repair using MC-Dur 400, and what is the recommended sequence for a repair team of 6 operatives working from a river barge platform?
A 6-pier deep structural repair programme with average 35 mm spalling depth over 4 square metres per pier is a well-defined structural concrete repair scope. Here is the complete material quantity and method statement. Material quantities per pier (average): area of repair per pier: 4 square metres; average repair depth: 35 mm; repair volume per pier: 4 m2 x 0.035 m = 0.14 cubic metres; MC-Dur 400 application rate at 35 mm depth: approximately 60 to 65 kg per square metre (verified by the product data sheet yield data for 35 mm application thickness); total MC-Dur 400 per pier: 4 m2 x 63 kg = approximately 252 kg = approximately 11 bags (25 kg bags) — round up to 12 bags per pier for waste and over-ordering; for 6 piers: 72 bags of MC-Dur 400 total. Additional materials per pier: bonding primer (MC-Dur bonding slurry): approximately 0.5 kg per square metre = 2 kg per pier; rebar corrosion protection coating: approximately 0.5 litres per square metre of exposed rebar = estimate 1 to 2 square metres of rebar surface per pier = 1 to 2 litres per pier; surface protection anti-carbonation coating (final coat over repaired and unrepaired pier face): approximately 0.3 litres per square metre x total pier face area (assume 8 to 12 square metres per pier including non-repaired zones) = 3 to 4 litres per pier; total for 6 piers: scale up accordingly. Method statement — 6-operative barge-based repair team: the barge must be positioned and secured to the pier with adequate clearance for access to the full pier face at the repair zones — the tide level and river flow velocity on the state highway river crossing must be assessed — work only during low-flow periods when river level is stable. Phase 1 — Substrate preparation (operatives 1 and 2, electric jack-hammer): saw-cut the repair perimeter using a disc cutter to 20 mm depth at the boundary of all sound concrete (square-cut perimeter, not feathered edge); break out all delaminated and spalling concrete within the perimeter to 25 mm minimum behind the outermost rebar face — use light electric jack-hammers (not heavy pneumatic) to avoid micro-cracking of sound concrete adjacent to the repair zone; check all remaining concrete at the repair boundary by hammer-tap for hollow sound — extend removal to include all hollow areas. Phase 2 — Rebar cleaning and corrosion protection (operatives 3 and 4): clean all exposed rebar to Sa 2.5 standard by wire brushing or small angle grinder with wire cup wheel — remove all rust scale and loose corrosion products; assess rebar diameter loss — if any bar shows greater than 25 percent section loss, record location and notify structural engineer for supplementary reinforcement specification; apply two coats of MC-Bauchemie rebar corrosion protection coating (zinc-epoxy or zinc-rich type) to all exposed rebar and to the surrounding concrete surface within 20 mm of the rebar — allow first coat to dry before second coat. Phase 3 — Bonding primer application (operative 5): pre-wet the prepared concrete repair face to saturated surface dry condition; mix MC-Dur 400 to a runny slurry consistency (higher water addition than repair mortar) for use as bonding coat; brush the bonding slurry firmly onto all prepared concrete surfaces (not rebar) using a stiff masonry brush — work into the surface to create a continuous bonding interface; proceed to mortar application before the slurry dries. Phase 4 — MC-Dur 400 repair mortar application (all 6 operatives): mix MC-Dur 400 in a drum mixer or high-speed paddle mixer at the specified water-powder ratio; apply the mortar to the repair area by trowel, pressing firmly to ensure intimate contact with all surfaces and rebar; for 35 mm average depth: apply in one layer on areas up to 40 mm deep; for areas exceeding 40 mm deep, apply a 20 to 25 mm first layer, scratch surface before initial set, allow 2 to 4 hours for first layer initial set, then apply second layer to complete the depth; finish the mortar surface flush with the surrounding pier face using a steel float — match the surface texture to the adjacent concrete by brushing with a soft brush while the mortar is still green. Phase 5 — Curing: apply wet hessian to the repair faces immediately after finishing and keep wet for minimum 3 days — on a river bridge, the humidity is often adequate but direct sun on a south or west-facing pier can rapidly dry the repair surface in summer — shade where possible. Phase 6 — Surface protection coating: after 7-day minimum curing of all MC-Dur 400 repairs, apply anti-carbonation and chloride-resistant coating (MC-Dur 1200 or equivalent) to the full pier face (not just the repaired patches) by brush or roller in two coats — the coating seals both the repaired and unrepaired concrete surface against further CO2 and chloride ingress. Space Arc Engineering supplies MC-Dur 400, corrosion protection coatings, and anti-carbonation surface protection for Uttar Pradesh bridge pier repair programmes — call +91 9999155255 for material supply and technical site support.
Source MC-Dur 400 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 400 — Coarse-Aggregate Fibre-Reinforced Polymer-Modified Cementitious Repair Mortar for Deep Structural Concrete Repairs at 20 to 60 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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