MC-Crete 615
Calcium Nitrite-Based Corrosion Inhibiting Admixture for Chloride-Exposed Reinforced Concrete in Marine, Coastal, and De-icing Salt Environments
Authorized Project Distributor — MC-Bauchemie India | Space Arc Engineering, Ghaziabad
Product Overview
MC-Crete 615 is a calcium nitrite (Ca(NO2)2) anodic corrosion inhibitor from MC-Bauchemie supplied as a concentrated aqueous solution for addition to concrete at the mixing stage, providing proven protection of steel reinforcement against the most destructive durability mechanism in Indian reinforced concrete infrastructure — chloride-induced corrosion. The distinction between MC-Crete 615 (calcium nitrite anodic inhibitor) and amine-based migrating corrosion inhibitors (MCI, such as MC-Crete 611) is mechanistic and application-specific: calcium nitrite inhibits corrosion through a direct anodic reaction at the steel surface — nitrite ions (NO2-) compete with chloride ions (Cl-) at active anodic sites on the steel, re-passivating the steel by forming a ferrous oxide film (Fe2O3) over the corrosion pits before chloride attack can progress; this anodic mechanism provides a chloride threshold dose-response relationship where the required nitrite concentration increases proportionally with the anticipated chloride loading — the product is dosed on a molar ratio basis relative to the expected chloride ion concentration to ensure adequate protection; typical dosages range from 10 to 30 litres per cubic metre depending on the design chloride load and exposure class. The calcium nitrite mechanism has been studied and validated in North American bridge construction for over 40 years with long-term field performance data from FHWA studies demonstrating 20 to 30 year service life extension in bridge decks and marine pile caps relative to uninhibited concrete in equivalent exposure conditions. In India, MC-Crete 615 is the specification-grade choice for: elevated highway flyovers and bridges in coastal cities (Mumbai, Chennai, Kochi, Vishakhapatnam) where marine aerosol chloride deposition rates are high; bridge decks on National Highways where de-icing salts (CaCl2 or NaCl) are used in the winter months in Uttarakhand, Himachal Pradesh, and Jammu; multilevel car parking structures exposed to chloride-contaminated vehicles; jetty pile caps and marine wharf structures; and any reinforced concrete designed to EN 206 Exposure Class XD2, XD3, XS2, or XS3. Space Arc Engineering supplies MC-Crete 615 for bridge construction and coastal infrastructure projects across Delhi NCR, Ghaziabad, Noida, and Uttar Pradesh.
Applications
- Bridge deck concrete in coastal and high-altitude locations — adding MC-Crete 615 to bridge deck concrete mixes on national highway and state highway flyovers in locations exposed to marine aerosol chloride (within 15 km of coastline) or de-icing salt application in Himalayan foothills, to extend the service life of the deck by delaying the onset of chloride-induced rebar corrosion to beyond the 100-year design life
- Marine pile caps and jetty substructure concrete — dosing MC-Crete 615 into pile cap, pier column, and jetty deck concrete for port and harbour infrastructure where the concrete is intermittently wetted by seawater (tidal and splash zone) — the highest chloride exposure condition for reinforced concrete — to passivate the rebar surface against the very high chloride concentrations that develop in the concrete cover over 5 to 10 years of tidal exposure
- Multilevel parking structure deck concrete — protecting the decks of multilevel car park structures in urban Delhi NCR that are exposed to chloride-contaminated vehicle drainage (particularly in the winter months when salted vehicles from Uttarakhand and Himachal Pradesh hills are parked in the structure) — parking deck corrosion is a major structural rehabilitation cost driver for real estate owners in India
- Coastal residential and commercial structure foundations — adding MC-Crete 615 to foundation, column, and floor concrete in coastal cities (Mumbai, Kochi, Chennai, Vishakhapatnam) where buildings within 500 metres of the high-tide line experience severe marine aerosol chloride deposition that penetrates concrete covers and initiates rebar corrosion within 5 to 15 years of construction without corrosion inhibitor protection
- Precast concrete elements for coastal infrastructure — dosing MC-Crete 615 into precast pile, precast bridge beam, and precast panel concrete for coastal infrastructure components where the design service life is 75 to 100 years and the chloride exposure will be severe throughout the structure life
- Industrial concrete floors and slabs in chemical processing environments — protecting reinforced concrete floor slabs in food processing, dairy, and chemical industry environments where frequent cleaning with chloride-containing cleaning agents (CIP cleaning, bleach-based sanitizers) creates a chronic chloride loading on the slab surface that can initiate rebar corrosion in slabs with less than 40 mm cover
Key Advantages
- Proven anodic inhibition mechanism — calcium nitrite provides direct electrochemical passivation of the steel anode site by forming a stable ferrous oxide passivation film over chloride-initiated corrosion pits — the inhibition acts at the steel surface rather than attempting to reduce chloride ingress through the concrete cover — protection is guaranteed regardless of how much chloride reaches the rebar surface
- Dose-proportionate protection — the MC-Crete 615 dose is calculated on a molar ratio basis against the design chloride load — higher chloride exposure designs receive proportionally higher dosages — this allows the engineer to specify the required level of corrosion protection precisely and verifiably, unlike coating-based systems where inspection of the applied protection is difficult
- Compatible with all supplementary cementitious materials — calcium nitrite is fully compatible with fly ash, GGBFS, silica fume, and metakaolin blended cements — the inhibitor can be combined with supplementary cementing material-blended mixes that already reduce chloride diffusivity for a combined two-mechanism protection strategy
- 40-year North American field performance database — calcium nitrite anodic inhibitor concrete has been used in US and Canadian bridge decks since the 1980s with FHWA documented 20 to 30 year service life extension performance — the most extensively validated corrosion inhibitor technology for reinforced concrete infrastructure
- No significant effect on fresh concrete properties — calcium nitrite solution contributes to concrete water content (adjust water-cement ratio accordingly) but does not significantly affect workability, setting time, or air content — compatible with superplasticisers, retarders, and air-entraining agents used in bridge deck concrete mixes
- Reduces lifetime structural rehabilitation cost — even a 10-year delay in the onset of corrosion-induced concrete spalling reduces the net present value of future maintenance and rehabilitation by 30 to 50 percent for long-life infrastructure — the admixture premium is invariably cost-effective over a 50 to 100 year design life
Technical Data
| Type | Calcium nitrite (Ca(NO2)2) anodic corrosion inhibitor — aqueous solution for addition to concrete mix water |
| Standard Dosage Range | 10 to 30 litres per cubic metre of concrete — dose calculated on nitrite-to-chloride molar ratio basis per design chloride load |
| Chloride Threshold Extension | Approximately doubles the critical chloride threshold from ~0.4% by mass of cement (uninhibited) at 10 L/m3 dose — higher doses provide proportionally greater threshold extension |
| Compatibility | Compatible with OPC, PPC, PSC, fly ash blended, GGBFS blended, and silica fume concrete — compatible with all standard admixtures |
| Effect on Compressive Strength | Marginal strength increase at standard doses due to acceleration effect of nitrite — adjust mix design water content to compensate for admixture solution water |
| Applicable Exposure Classes | EN 206 XD1, XD2, XD3 (chloride from non-seawater); XS1, XS2, XS3 (marine chloride) — IS 456 moderate to very severe exposure |
| Shelf Life | Minimum 12 months in original sealed container stored below 40 degrees Celsius — protect from freezing |
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+91 9999155255 | info@space-arc.com | Space Arc Engineering, Sahibabad, Ghaziabad
Frequently Asked Questions
A structural consultant is specifying concrete for the pile caps and pier columns of a 1.2 km elevated metro viaduct passing through an industrial zone near the Yamuna river in Ghaziabad, where the groundwater contains elevated chloride and sulphate levels — the design service life is 100 years — how should MC-Crete 615 be combined with other durability measures to achieve the 100-year chloride durability target for the substructure concrete, and what concrete mix design approach supports both chloride and sulphate resistance simultaneously?
Specifying 100-year durability concrete for metro viaduct substructure in an industrially contaminated groundwater environment near Ghaziabad requires a holistic durability engineering approach combining four complementary strategies: (1) low permeability base concrete mix; (2) calcium nitrite corrosion inhibitor for chloride resistance; (3) sulphate-resistant cement selection; (4) adequate concrete cover and quality control. Here is the complete technical specification framework. Groundwater chemistry assessment first: before specifying the mix design, obtain groundwater samples from the pile boring programme and test for: chloride ion concentration (mg/L); sulphate ion concentration (mg/L as SO4); pH; total dissolved solids. The Yamuna floodplain and industrial corridors in Ghaziabad can have groundwater sulphate concentrations of 400 to 2000 mg/L SO4 (moderate to severe exposure per IS 3812) and chloride concentrations of 200 to 1000 mg/L Cl. This characterisation determines both the sulphate resistance cement strategy and the MC-Crete 615 dosage calculation. Base concrete mix design for combined chloride and sulphate durability: the base mix should achieve w/c ratio 0.38 to 0.42 (not exceeding 0.40 for XS2/XD3 equivalent exposure per IS 456 Table 6), minimum cement content 380 to 400 kg/m3, target 28-day cube strength 45 to 50 MPa, slump 120 to 150 mm (adjust with PCE superplasticiser). For combined chloride and sulphate resistance, the optimal cementitious blend is: 70 percent GGBFS (ground granulated blast furnace slag) + 30 percent OPC 43-grade or OPC 53-grade — GGBFS binary blend provides: (i) dramatically reduced chloride diffusion coefficient (Dc at 28 days approximately 3 to 5 x 10-12 m2/s versus 15 to 20 x 10-12 m2/s for plain OPC) through the GGBFS pozzolanic reaction densifying the paste microstructure; (ii) inherently good sulphate resistance due to lower C3A content in the blended paste; if groundwater SO4 exceeds 2000 mg/L, specify Sulphate Resisting Portland Cement (SRPC per IS 12330) as the 30 percent OPC fraction instead. Silica fume addition: add 5 to 8 percent silica fume (by mass of total cementitious) to the GGBFS-OPC base — silica fume further reduces chloride diffusivity and eliminates the transition zone porosity at the aggregate-paste interface where chloride ingress concentrates. MC-Crete 615 dosage calculation: with the GGBFS-silica fume blend providing a chloride diffusion coefficient of approximately 1.0 to 2.0 x 10-12 m2/s, the chloride front will still reach the rebar (at 60 mm cover) over 50 to 70 years without the inhibitor. To achieve 100-year protection: calculate the chloride concentration at the rebar depth at 100 years using Life-365 or DuraCrete chloride diffusion models with the measured surface chloride concentration (from groundwater and aerosol data) and the design diffusion coefficient; the critical chloride threshold for uninhibited concrete is 0.4 percent Cl by mass of cement; with MC-Crete 615 at 15 litres per cubic metre, the critical threshold increases to approximately 0.65 to 0.80 percent — check if the model-predicted chloride concentration at the rebar at 100 years remains below this raised threshold; if not, increase the MC-Crete 615 dose to 20 to 25 litres per cubic metre (critical threshold approximately 1.0 to 1.2 percent) or increase cover to 70 mm. Typical outcome for this scenario: GGBFS 70 percent blend + 6 percent silica fume + w/c 0.38 + MC-Crete 615 at 15 to 20 L/m3 + 65 mm cover = 100-year chloride durability with comfortable margin. Concrete cover specification: increase cover from the IS 456 Table 16A minimum of 50 mm (very severe exposure) to 60 to 65 mm for this project — the additional 10 to 15 mm cover adds 30 to 40 years to the time for chloride to reach the rebar, fundamentally reducing the burden on the inhibitor and cement blend. Specify cover by using plastic spacers fixed to the rebar cage before pouring — do not rely on site practice. Quality control: specify acceptance testing on site-batched concrete: slump test every pour; cube samples every 50 m3; chloride permeability (RCPT per ASTM C1202) at 56 days — maximum 500 coulombs for XS3/XD3 equivalent exposure; air void analysis (optional but recommended for 100-year specification). Formwork striking: do not strike pile cap formwork before 72 hours; cure immediately with wet hessian + polythene sheet for minimum 14 days — early-age curing quality is the most important field variable for achieving the specified permeability. Space Arc Engineering supplies MC-Crete 615, silica fume admixtures (MC-Crete 720), and PCE superplasticisers (Centrament Flow 250) as a complete durability concrete package for metro and highway infrastructure in Ghaziabad, Delhi NCR, Noida, and Uttar Pradesh — our technical team can support mix design optimisation and design service life modelling.
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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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