MC-Crete 316
Chloride-Free, Non-Corrosive Accelerating Admixture for Precast Concrete Production — Rapid Early Strength Gain Without Steam Curing for Faster Mould Turnover
Authorized Project Distributor — MC-Bauchemie India | Space Arc Engineering, Ghaziabad
Product Overview
MC-Crete 316 is a chloride-free, non-corrosive liquid accelerating admixture from MC-Bauchemie formulated for use in precast concrete production where the requirement is to accelerate early strength gain — achieving demoulding strength in 8 to 16 hours at ambient temperature — without the capital and operating cost of a steam curing system and without the corrosion risk of chloride-containing accelerators. The fundamental operational benefit of MC-Crete 316 in a precast concrete yard is mould turnover rate: a standard precast yard using M40 concrete without an accelerating admixture typically requires 18 to 24 hours of ambient curing before demoulding at 15 to 20 MPa — one mould cycle per 24 hours; with MC-Crete 316 at the appropriate dosage, the same concrete achieves 15 to 20 MPa in 8 to 12 hours — allowing 1.5 to 2 mould cycles per 24 hours and directly increasing production output per mould by 50 to 100 percent without capital investment in additional moulds. The chloride-free formulation of MC-Crete 316 is non-negotiable for precast structural concrete: chloride-based accelerators (calcium chloride, the classically used and cheapest accelerator) are banned from reinforced and prestressed concrete in all standards including IS 456, EN 206, and AASHTO because chloride ions at concentrations above 0.1 to 0.4 percent by mass of cement initiate rebar corrosion that can cause structural failure within 3 to 10 years — any short-term production benefit from chloride accelerators is eliminated by the liability and structural failure risk. MC-Crete 316 achieves non-chloride acceleration through a formite, calcium formate, or calcium nitrate chemistry (specific to the current formulation) that accelerates the C3A and C3S hydration phases of Portland cement without introducing chloride ions — the acceleration mechanism is purely chemical and does not affect the long-term concrete properties beyond the beneficial effect of improved early hydration on 28-day strength development. Space Arc Engineering supplies MC-Crete 316 for precast concrete manufacturers, precast pile producers, and precast infrastructure element producers across Ghaziabad, Delhi NCR, Noida, and Uttar Pradesh.
Applications
- Precast structural element production without steam curing — adding MC-Crete 316 to M40 to M50 precast beam, column, slab, staircase, and wall panel concrete at ambient-cured precast yards to achieve demoulding at 15 to 20 MPa within 8 to 12 hours of casting, doubling the effective mould utilisation rate and enabling the yard to increase production without additional mould investment
- Precast pile production for faster yard turnover — accelerating the early strength gain of precast reinforced concrete piles (square, circular, or rectangular section) to achieve the minimum 20 MPa demoulding strength within 8 to 12 hours, enabling same-day demoulding and allowing the pile mould battery to cycle twice per day rather than once — significant production gain for precast pile manufacturers supplying high-demand Delhi NCR infrastructure construction
- Cold-weather precast production in winter months — combining MC-Crete 316 with thermal blanket or enclosure curing (without full steam curing) in the winter months (November to February in Delhi NCR when ambient temperatures drop to 5 to 10 degrees Celsius at night) to counteract the retarding effect of cold temperature on cement hydration and maintain the 8 to 12 hour demoulding target through the cold season without building steam curing chambers
- Precast manhole ring and pipe production — accelerating early strength in precast concrete manhole rings, pipes, culvert sections, and box culverts at small-to-medium precast yards serving urban infrastructure in Delhi NCR, Ghaziabad, and Noida, where faster demoulding and yard stacking enables higher daily dispatch volumes to meet the demand from the active Noida Master Plan infrastructure construction programme
- Precast kerb stone and paver block production — dosing MC-Crete 316 in wet-cast kerb stone and paver block concrete to accelerate the demoulding strength gain for faster pallet release and yard turnover at precast landscape and road materials manufacturers serving the Delhi NCR road infrastructure and township development market
- Precast concrete repair and replacement elements — producing precast repair concrete elements (replacement copings, wall panels, beam sections) at a precast yard with fast turnaround requirements for infrastructure maintenance contracts, where the repair element must be delivered to site within 24 to 48 hours of the order and early demoulding is on the critical path of the delivery schedule
Key Advantages
- Chloride-free, non-corrosive formulation — mandatory compliance requirement for reinforced and prestressed concrete — meets IS 456, EN 206, and all international structural concrete standards prohibiting chloride-containing admixtures — eliminates the corrosion liability and structural failure risk associated with calcium chloride accelerators
- Faster mould turnover without steam curing capital cost — achieving 8 to 12 hour demoulding at ambient temperature eliminates the need for steam curing chambers (capital cost INR 10 to 50 lakhs depending on chamber size) and the operating cost of steam generation — the admixture cost per cubic metre is a fraction of the annualised capital and fuel cost of a steam curing installation
- Increased production output per mould — doubling the mould cycle rate (from one to two cycles per 24 hours) increases the effective yield of each mould by 50 to 100 percent — equivalent to doubling the mould inventory without additional capital expenditure — directly improves the economics of the precast yard at the busiest production periods
- No adverse effect on 28-day strength — the non-chloride acceleration mechanism accelerates early hydration without reducing the long-term strength development — 28-day compressive strength is maintained or marginally improved versus reference concrete without the admixture, unlike calcium chloride which can reduce long-term strength through ettringite instability
- Compatible with superplasticisers for flowable precast mixes — MC-Crete 316 is compatible with the Centrament PCE and SNF superplasticiser range — can be combined with Centrament Flow 250 or Centrament Naphthalen 860 in precast concrete mixes requiring both high early strength and the low w/c ratio achievable only with superplasticisers
- Simple liquid addition at batching — supplied as a ready-to-use liquid added to the concrete mix water at the batching plant — no special handling, no dust, no separate mixing required — integrates seamlessly into existing ready-mix or precast batching operations
Technical Data
| Type | Chloride-free non-corrosive liquid accelerating admixture for reinforced and prestressed concrete (IS 9103 Type 6; ASTM C494 Type C) |
| Accelerating Effect | Demoulding strength 15 to 20 MPa achieved in 8 to 12 hours at 25 degrees Celsius versus 18 to 24 hours without admixture at standard dosage |
| Standard Dosage | 1.0 to 2.5 percent by mass of cement (1.0 to 2.5 litres per 100 kg cement) — higher dosage for lower ambient temperatures or faster demoulding requirement |
| Chloride Content | Nil — compliant with IS 456 and EN 206 chloride limits for reinforced and prestressed concrete |
| Effect on 28-day Strength | Neutral to marginally positive — early strength gain does not reduce final strength |
| Compatibility | Compatible with OPC 43, OPC 53, PPC, and most MC-Bauchemie superplasticisers — confirm compatibility when combining with retarders |
| Form | Brown or amber liquid — add to mix water before adding to mixer — do not add directly to dry cement |
Get a Quote
+91 9999155255 | info@space-arc.com | Space Arc Engineering, Sahibabad, Ghaziabad
Frequently Asked Questions
A precast concrete manufacturer in Ghaziabad producing NMDC precast bridge girders (PSC I-girders for railway and highway bridges) currently uses calcium chloride as a set accelerator because it is cheap and readily available — the quality manager has been told by an NHAI inspector that calcium chloride is not permitted in prestressed concrete and that use of it in the current contract bridges may require demolition and reconstruction of the delivered girders — how serious is this compliance failure and what is the correct admixture to use going forward?
This is a serious compliance failure with significant contractual and structural implications. The inspector is correct: calcium chloride is absolutely prohibited in prestressed concrete and prestressed reinforced concrete under every applicable standard worldwide, including IS 1343 (Prestressed Concrete in India), IS 456, EN 206, AASHTO LRFD, and the specific NHAI Quality Control Handbook for Bridge Works. Here is why it is so serious and what the path forward is. Why calcium chloride is prohibited in prestressed concrete (more strictly than in ordinary reinforced concrete): prestressed concrete is more susceptible to chloride-induced corrosion than ordinary reinforced concrete for three reasons: (1) prestressing tendons and high-tensile steel wires operate at 70 to 85 percent of their ultimate tensile strength as a permanent working stress — corrosion pits on a prestressing wire that would be cosmetic on mild steel rebar can initiate stress corrosion cracking (SCC) and brittle fracture at working load — a single corroded wire in a PSC girder failing by SCC causes sudden, catastrophic brittle failure without warning; (2) the chloride threshold for stress corrosion of prestressing steel (0.05 to 0.08 percent Cl by mass of cement) is 5 to 8 times lower than for conventional rebar corrosion (0.4 percent Cl threshold) — even small amounts of calcium chloride admixture push the concrete well above the stress corrosion threshold; (3) PSC girders have very long service lives (50 to 75 years) — even slow corrosion initiated by chloride contamination will compromise the structural integrity within the design life. Assessment of the delivered girders: the NHAI-appointed structural engineer must assess whether the delivered girders are safe for use: extract core samples from the delivered girders and test for chloride content by acid-soluble extraction (RILEM TC-178 or IS 14959 Part 2) — if total chloride exceeds 0.05 percent by mass of cement in the prestressed concrete (the IS 1343 limit), the girders are non-compliant and must not be used in the structure regardless of their current measured strength; also test the concrete for compressive strength — calcium chloride can reduce long-term strength through ettringite instability in wet service conditions; if chloride content exceeds the limit, the girders must be rejected — the manufacturer will face contractual liability for the cost of replacement girders and any associated bridge work delay costs. Correct admixture for PSC bridge girder production going forward — MC-Crete 316: switch immediately to MC-Crete 316 chloride-free accelerator — at a dosage of 1.5 to 2.5 percent by mass of cement, MC-Crete 316 provides early strength acceleration in PSC girder concrete comparable to calcium chloride but without any chloride introduction; for a typical PSC I-girder concrete mix (M50 minimum, 450 to 480 kg cementitious, w/c 0.35 to 0.38, Centrament Flow 250 or Centrament Naphthalen 860 superplasticiser), MC-Crete 316 at 2.0 percent dosage will reduce the time to prestress transfer strength (typically 35 MPa minimum for IS 1343 compliance) from approximately 24 to 28 hours to approximately 12 to 16 hours — allowing one full girder production cycle per day without steam curing. Combine with adequate curing: for PSC girder production without steam curing, immediately after casting and vibration, cover the girder with insulating curing blankets (foil-backed mineral wool or polythene over wet hessian) to retain hydration heat — the girder itself generates significant heat from the high cementitious content at low w/c ratio, and heat retention rather than heat addition (steam) is sufficient to achieve the transfer strength target in 12 to 16 hours. Quality record requirement: document every batch of MC-Crete 316 used — record the admixture batch number, dosage, date, and girder identification — the quality record must be available to NHAI for inspection as part of the bridge girder quality dossier. Space Arc Engineering supplies MC-Crete 316 and the complete Centrament admixture range for PSC girder and structural precast production in Ghaziabad, Delhi NCR, Noida, and Uttar Pradesh — urgent supply available — call +91 9999155255.
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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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