Centrament Retard
Set-Retarding Concrete Admixture for Hot Weather Concreting and Long-Haul Ready-Mix — Extending Workability Life and Preventing Flash Set in Summer Concrete Operations
Authorized Project Distributor — MC-Bauchemie India | Space Arc Engineering, Ghaziabad
Product Overview
Centrament Retard is a set-retarding admixture from MC-Bauchemie based on a hydroxycarboxylic acid or lignosulphonate-gluconate blend that retards the hydration of Portland cement by adsorbing onto the surface of calcium silicate and calcium aluminate clinker particles, forming a thin inhibiting layer that slows the dissolution and hydration reaction rate. The retardation mechanism allows concrete to remain workable for a longer period after mixing — the concrete behaves as fresh, placeable concrete for the extended working period and then sets and gains strength normally after the retarding effect is exhausted. The fundamental need for Centrament Retard in Indian construction is the extreme hot weather concreting challenge in the North Indian plains: at ambient temperatures of 40 to 47 degrees Celsius in May and June in Delhi NCR, Ghaziabad, Agra, Kanpur, and the broader Indo-Gangetic plain, the concrete temperature at the point of mixing may reach 35 to 40 degrees Celsius (already at the IS 456 hot weather concreting precaution threshold of 35 degrees Celsius for concrete temperature at point of delivery) — at this concrete temperature, the initial set time for OPC concrete without a retarder may be as short as 30 to 40 minutes, creating critical risks of: construction joints forming within raft slab pours where concrete is placed in one area before an adjacent area can be poured; slump loss during truck transport from RMC plant to site in heavy Delhi NCR traffic (30 to 60 minute haul times are common); flash set of concrete in pump lines during brief stoppages caused by congestion at the point of placement; and inadequate time for surface finishing operations on flat slab and pavement pours before the concrete stiffens. Centrament Retard addresses all these risks by providing a controlled, predictable extension of the initial set time — fully compatible with the Centrament Flow PCE superplasticiser range for combined water reduction and workability retention. Space Arc Engineering supplies Centrament Retard for RMC plants, site batching plants, and concrete contractors in Ghaziabad, Delhi NCR, Noida, and Uttar Pradesh for summer concreting operations.
Applications
- Hot weather raft slab concreting in summer — retardation of large raft slab pours in residential and commercial buildings in Ghaziabad and Delhi NCR during April to June when ambient temperatures reach 40 to 47 degrees Celsius — raft slabs of 1,000 to 5,000 cubic metres poured in a single continuous operation require workable concrete at the pour face for 2 to 4 hours after mixing to prevent cold joints forming where fresh concrete is placed against partially set concrete — Centrament Retard at 0.2 to 0.4 percent by mass of cement extends the initial set time by 2 to 3 hours, providing the workability window required for large continuous raft pour operations in Indian summer conditions
- Ready-mix concrete long-haul delivery in heavy urban traffic — extending the workable life of ready-mix concrete delivered from RMC plants in Ghaziabad, Noida, and Faridabad to construction sites in central Delhi, where urban traffic congestion routinely extends truck haul times to 60 to 90 minutes — without Centrament Retard, the concrete arriving at a central Delhi construction site in May at 40 degrees Celsius ambient may have less than 15 minutes of remaining workability, making it unusable for structural concrete placement; with Centrament Retard at the appropriate dosage, the concrete maintains workability throughout the haul plus placement time
- Mass concrete abutments, pier caps, and thick sections — retardation of mass concrete pours in bridge abutments, pier caps, thick raft slabs, and retaining walls where the large concrete volume generates significant heat of hydration, causing the internal concrete temperature to rise 20 to 30 degrees Celsius above the ambient temperature — this temperature rise further accelerates cement hydration and shortens the working time; Centrament Retard provides extended workability and delays the peak temperature rise, reducing the differential temperature between core and surface and lowering the risk of early thermal cracking in mass concrete sections
- Slip-form and continuously poured concrete operations — retardation of concrete in slip-form construction of silos, chimneys, cooling towers, and bridge piers where the continuous concrete operation requires consistent concrete plasticity at the point of form lifting — the concrete must remain plastic long enough to be placed and consolidated below the slipping form but must set and gain adequate strength to support the form and the weight of the fresh concrete above within the slip cycle time — Centrament Retard provides the precisely controlled retardation required for slip-form operations
- Precast concrete summer production — retardation of precast concrete mixes in precast manufacturing plants in Delhi NCR where the combination of high ambient temperature, direct sun on the precast beds, and exothermic release of heat from the cement hydration causes the concrete to set too rapidly for adequate consolidation and surface finishing before the precast bed is closed — Centrament Retard extends the working time while still allowing the precast element to achieve demoulding strength within the planned production cycle time of 18 to 24 hours (the retarding effect is exhausted before the demoulding time, and the concrete achieves its normal strength gain thereafter)
Key Advantages
- Controlled, predictable workability extension — the retardation time is proportional to the Centrament Retard dosage, allowing the concrete designer and RMC plant technologist to specify exactly the required workability extension (1 hour, 2 hours, or 3 hours) by adjusting the dosage — the predictable retardation-dosage relationship (established by trial mixes with the specific cement and aggregates to be used) avoids the variability of site-added water or uncontrolled cement substitution as workability management strategies
- No long-term strength reduction — Centrament Retard delays the onset of hydration but does not reduce the ultimate quantity of hydration products or the 28-day and 56-day compressive strength — the 28-day strength of retarded concrete is equal to or slightly higher than non-retarded control concrete of the same w/c ratio — any minor 1-day or 3-day strength reduction is irrelevant for structural concrete design based on 28-day strength
- Compatible with PCE superplasticisers — Centrament Retard is compatible with the Centrament Flow PCE superplasticiser range — the two admixtures can be combined in a single mix design for combined water reduction (PCE) and workability retention (retarder) — this combination is the standard specification for high-performance hot weather concrete in India: low w/c for durability, PCE for workability at low w/c, and Centrament Retard for workability retention during the delivery and placement period
- Reduces risk of cold joints in large pours — the extended workability window eliminates the practical time limit on concrete pour size in hot weather — with Centrament Retard, a 2,000 cubic metre raft slab pour can be planned and executed as a single continuous operation rather than being broken into sequential sections with planned cold joints — reducing the number of construction joints, the waterproofing joints requiring detailed treatment, and the overall pour planning complexity
- IS 9103 compliant — Centrament Retard complies with IS 9103 (Specification for Admixtures for Concrete) requirements for Type B (set-retarding) or Type D (water-reducing and retarding) admixtures — providing specification compliance for projects governed by IS codes as required by Indian government infrastructure contracts
Technical Data
| Type | Set-retarding concrete admixture — liquid — hydroxycarboxylic acid or gluconate-lignosulphonate based — IS 9103 Type B or D compliant |
| Dosage | 0.1 to 0.5 percent by mass of cementitious materials — exact dosage by trial mix with the specific cement and conditions — higher dosage for longer retardation and higher concrete temperature |
| Retardation at Standard Dosage | 1 to 3 hours extension of initial set time relative to control concrete at the same w/c ratio — retardation increases with dosage and decreases as concrete temperature increases |
| Effect on Workability | Minor improvement at low dosage due to slight water reduction effect — does not maintain slump without PCE superplasticiser in combination use; use Centrament Retard for set retardation and Centrament Flow for slump retention |
| Effect on Air Content | Minimal — compatible with Centrament Air air-entraining admixture for combined retardation and frost resistance specification |
| Chloride Content | Chloride-free — IS 456 Table 5 compliant |
| Concrete Temperature Limit | Maximum 40 degrees Celsius concrete temperature at point of discharge — above 40 degrees Celsius, cooling of aggregate and mixing water is required (IS 7861 Part 1 hot weather concreting recommendations) in addition to Centrament Retard |
| Shelf Life | 12 months in sealed original container at 5 to 35 degrees Celsius — protect from freezing |
Get a Quote
+91 9999155255 | info@space-arc.com | Space Arc Engineering, Sahibabad, Ghaziabad
Frequently Asked Questions
An RMC plant manager at a batching plant in Noida Sector 63 supplies concrete for a 1,800 cubic metre continuous raft slab pour at a residential project in Greater Noida — the pour is planned for June with expected ambient temperature of 42 degrees Celsius and concrete temperature at the plant of 36 to 38 degrees Celsius — the structural engineer asks the plant manager to specify Centrament Retard at a dosage that will give 2.5 hours of workability from the time of mixing to the time of placement, accounting for 60 to 75 minute haul time plus 30 minutes of pump delay at site — what is the correct dosage determination process, and what additional hot weather precautions are needed for concrete at 38 degrees Celsius?
This is an excellent practical specification question for one of the most common and challenging Indian construction scenarios — large continuous raft slab pours in North Indian summer. Here is the complete dosage determination process and hot weather precaution specification. Step 1 — Target workability retention period calculation: haul time from Noida Sector 63 to Greater Noida: 60 to 75 minutes; pump setup and any delay: 30 minutes; placement time at the pour face (time from pump discharge to final position): 20 to 30 minutes; total time required from mixing to final placement: 110 to 135 minutes; add a safety margin of 30 minutes for unexpected delays: target initial set time from mixing = 140 to 165 minutes, or approximately 2.5 hours as specified. Step 2 — Trial mix programme to determine dosage: the correct dosage of Centrament Retard for 2.5 hours initial set retardation CANNOT be determined from a product data sheet alone — it must be determined by trial mixes using the specific OPC or PPC cement from the same batch to be used in the pour, the specific aggregates, and at the target concrete temperature of 36 to 38 degrees Celsius; the trial mix procedure: condition aggregates to 30 degrees Celsius by storing in covered aggregate bays away from direct sun on the trial day; heat mixing water to achieve target fresh concrete temperature of 36 to 38 degrees Celsius (or cool if needed); mix test batches of 50 to 75 litres at the planned mix design proportions (target C30 or C35, w/c 0.45, 380 to 420 kg OPC per cubic metre); add Centrament Retard at 3 to 4 dosage levels — trial 0.2, 0.3, 0.4, and 0.5 percent by mass of cement; also add Centrament Flow 320 PCE at the dosage required to achieve target slump (125 to 150 mm for pumpable concrete) without additional water; measure initial slump immediately after mixing and every 30 minutes by Abrams cone; measure Vicat initial set on a concrete mortar fraction at 30-minute intervals from mixing; record the time at which the concrete stiffens beyond the acceptance threshold (slump less than 50 mm or Vicat penetration resistance exceeds 3.5 MPa); the dosage that achieves 140 to 165 minutes to initial set at 37 degrees Celsius is the production dosage for the pour; typical result for OPC concrete at 37 degrees Celsius: Centrament Retard at 0.35 to 0.45 percent by cement mass achieves 2.5 hours initial set retardation — but verify by trial. Step 3 — Additional hot weather precautions required at 38 degrees Celsius concrete temperature: IS 456 Clause 13 and IS 7861 Part 1 require specific precautions when concrete temperature at delivery exceeds 35 degrees Celsius; for the Noida plant supplying at 36 to 38 degrees Celsius, the following are mandatory: aggregate cooling: spray the coarse aggregate stockpile with chilled water or shade with tarpaulin for 24 hours before the pour to cool aggregate to 25 to 28 degrees Celsius — aggregate temperature is the largest contributor to concrete temperature and cooling it is the most effective heat reduction measure; mixing water chilling: reduce mixing water temperature to 10 to 15 degrees Celsius using water chillers or ice addition (ensure ice is fully melted before cement addition — do not add ice directly to the truck drum); cold silo cement: avoid freshly delivered hot cement in the silos — freshly unloaded bulk cement can be at 50 to 60 degrees Celsius; store cement for minimum 48 hours in the silo before use, or blend with cooler stored cement; transit agitator management: do not drum at high speed during transit (reduces air conditioning effect and generates frictional heat); maintain the drum at 2 to 3 RPM during transit to maintain mix without heating; truck rejection protocol: establish a maximum concrete temperature at delivery of 38 degrees Celsius — test concrete temperature in the truck drum before discharge at site using an immersed thermometer; reject any truck above 38 degrees Celsius and return to plant for cool water addition or rejection; night pour option: for the 1,800 cubic metre raft pour, consider planning the bulk of the pour from 8 PM to 6 AM to take advantage of the 5 to 10 degrees Celsius lower night temperature in June in the Delhi NCR region — this significantly reduces concrete temperature and extends workability without requiring extreme aggregate cooling measures; the retarder dosage may be reduced for night pours (verify by trial mix at night concrete temperature); on-site time recording: require the RMC plant to print a batch ticket for every truck showing the batch time, water addition volume, slump, and Centrament Retard dosage; record the arrival time at site and calculate the total haul time for each truck — reject any truck where haul time plus waiting time at site exceeds 90 minutes (IS 4926 RMC standard limit for transit time). Space Arc Engineering supplies Centrament Retard, Centrament Flow 320, and the complete hot weather concrete admixture package for large summer construction projects in Ghaziabad, Noida, Greater Noida, and Delhi NCR — contact +91 9999155255 for trial mix design consultation and admixture technical support for your raft pour programme.
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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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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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