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IRC 85 : 1983
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Recommended Practice for Accelerated Strength Testing and Curing of Concrete

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CurrentSpecializedRecommended PracticeTransportation · Pavement and Road Materials / QA-QC
OverviewValues8InternationalTablesFAQ15Related

Overview

IRC 85:1983 is the Indian Standard (IRC) for recommended practice for accelerated strength testing and curing of concrete. IRC 85:1983 provides methodology for accelerated strength testing and curing of concrete — the practice of using elevated temperature curing to predict 28-day concrete strength from tests at 24 hours or less. This enables faster QA decisions on concrete construction. Four methods: (A) warm water 55°C × 24 hrs, (B) boiling water 100°C × 3.5 hrs, (C) autogenous insulated cure × 48 hrs, (D) high-temperature 93°C + drying. Most common is warm water method. Correlation between accelerated and 28-day strength: warm water ~ 0.65-0.75; boiling water ~ 0.70-0.80. Correlations are mix-specific — must be established for each concrete mix by lab testing. Applications include: pavement opening to traffic (14-day vs 28-day), bridge deck stripping (3-day), concrete acceptance for critical elements. Amendment No. 1 (2018) added alignment with IS 9013 (the IS standard for accelerated testing). Amendment No. 2 (2022) added non-destructive methods (rebound hammer, ultrasonic pulse velocity, maturity meter) as complementary tools. Accelerated testing is widely used on Indian highway and bridge projects — enables faster construction schedules and earlier detection of mix problems. Periodic verification against traditional 28-day test essential for calibration.

Specifies methodology for accelerated strength testing and curing of concrete — methods that estimate 28-day strength from early-age (hours to days) testing using elevated temperature curing, for faster QC decisions on concrete construction.

Status
Current
Usage level
Specialized
Domain
Transportation — Pavement and Road Materials / QA-QC
Type
Recommended Practice
Amendments
Amendment No. 1 (2018) — alignment with IS 9013; Amendment No. 2 (2022) — non-destructive methods (rebound hammer, UPV, maturity) as complementary tools
Typically used with
IS 516IS 9013IRC 58IRC 28
Also on InfraLens for IRC 85
8Key values4Tables15FAQs
Practical Notes
! Accelerated testing is widely used on Indian highway/bridge projects — enables faster construction. Without it, every decision waits 28 days.
! Warm water method (55°C × 24 hrs) is most common due to simplicity and equipment availability. Requires thermostatic water bath (cost ₹20-50k).
! Boiling water method (100°C × 3.5 hrs) faster results but equipment more expensive and handling trickier. Less common in field labs.
! Correlation is mix-specific. Laboratory testing of each new mix design required. Typical: warm water 0.65-0.75 of 28-day; boiling 0.70-0.80.
! Pavement opening to traffic: if design strength 40 MPa at 28 days and correlation 0.70, accelerated strength target = 28 MPa. If achieved, traffic can be opened at 14 days vs 28.
! Bridge deck stripping: critical for construction efficiency. 3-day accelerated data enables formwork removal after 3 days instead of 7. Saves time and equipment cost.
! Correlation verification: periodic 28-day tests confirm correlation. If deviation > 10%, recalibrate. Mix design changes require recalibration.
! Equipment: water bath ₹20-50k; compression tester ₹5-15 lakh; lab setup ₹20-50 lakh total. Payback via faster construction schedules.
! Non-destructive testing (Amendment No. 2, 2022): rebound hammer (₹10-30k), ultrasonic pulse velocity (₹1-3 lakh), maturity meter (₹50k-2 lakh). Complement traditional sampling. Useful for in-situ concrete.
! Maturity method: time-temperature history tracks concrete strength. Real-time temperature sensors in concrete + maturity formula. Particularly useful for mass concrete and bridge decks.
! Temperature accuracy critical: water bath ±1°C; deviations significantly affect correlation. Thermometer verification at each test.
! Cube size 150 mm per IS 516. Specimens standard size for consistency. Smaller (100 mm) cubes permitted but need separate correlation.
! Specimen preparation: same mix as structural concrete; not specially prepared samples. Represents actual in-place concrete.
! Age at test: for warm water, 24 hours; for boiling water, ~6 hours (1 hr cure + 1 hr heat + 3.5 hrs at 100°C).
! Accelerated testing failure: if accelerated strength below target, concrete may still meet 28-day strength. Traditional 28-day test confirms acceptance/rejection.
! When to use traditional 28-day test: for disputes, legal matters, formal acceptance. Accelerated testing is for early decision support, not final acceptance.
! Cost comparison: accelerated testing ₹500-2000 per test vs ₹500 for 28-day traditional. Justified by faster decisions.
! For rural projects: accelerated testing often unavailable (no lab infrastructure). Rely on 7-day traditional strength with correlation.
! For NH/expressway: accelerated testing standard practice. Lab on-site or nearby. QC throughput much higher.
! Modern trend: automated testing (robotic cube testing machines), data logging, cloud-based QA dashboards. Cost ₹20-80 lakh per setup but major efficiency gain.
accelerated strengthcuringtestingconcrete QC28-day predictionIRC

International Equivalents

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We're adding equivalent international standards for this code.

Key Values8

Quick Reference Values
warm water temp C55
warm water duration hr24
boiling water temp C100
boiling water duration hr3.5
autogenous duration hr48
warm water correlation0.65-0.75
boiling water correlation0.70-0.80
test age hr24 or 3.5
Key Formulas
Predicted 28-day strength = Accelerated strength / correlation factor
Correlation = (Accelerated strength) / (28-day standard strength), from lab testing of same mix

Tables & Referenced Sections

Key Tables
Table 3.1 — Accelerated curing methods
Table 5.1 — Warm water method timings
Table 6.1 — Boiling water method timings
Table 8.1 — Typical strength correlations
Key Clauses
Cl. 2 — Applicability: where early strength prediction is needed — pavement opening decisions, bridge deck stripping, concrete acceptance for critical members
Cl. 3.1 — Methods: (A) Warm water method (55°C water bath, 24 hrs), (B) Boiling water method (100°C water, 3.5 hrs), (C) Autogenous method (insulated cure, 48 hrs), (D) High-temperature method (93°C + oven drying)
Cl. 4 — Specimen preparation: 150 mm cubes per IS 516; same mix as structural concrete; immediate storage at test temperature
Cl. 5 — Warm water method (most common): cubes submerged in 55°C water bath from 1 hour after casting; maintained for 23.5 hours; tested at 24 hours age
Cl. 6 — Boiling water method: cubes cured 1 hour at ambient + 1 hour heated to 100°C + 3.5 hours at 100°C; tested after cooling (total ~6 hours age)
Cl. 7 — Correlation: establish correlation between accelerated strength and standard 28-day strength via laboratory testing of same mix
Cl. 8 — Typical correlations: accelerated strength at 24 hrs (warm water) = 0.65-0.75 × 28-day strength; boiling water = 0.70-0.80 × 28-day
Cl. 9 — Acceptance: concrete passes if accelerated strength meets predicted correlation × target 28-day strength
Cl. 10 — Advantages: early decision (24 hours vs 28 days); faster construction progress; earlier remediation if problem detected
Cl. 11 — Limitations: correlation varies by mix design, cement type, aggregate, temperature regime; verification with traditional 28-day test periodically
Cl. 12 — Applications: (a) pavement opening to traffic at 14 days using 7-day accelerated data, (b) bridge deck stripping at 3 days, (c) concrete acceptance for critical project elements
Cl. 13 — Equipment: water bath with thermostat ±1°C, thermometer, compression testing machine per IS 516, specimen curing frames
Cl. 14 — Quality control: periodic verification against 28-day standard test; recalibration of correlation if mix changes

Related Resources on InfraLens

Cross-Referenced Codes
IS 516:2021Methods of Tests for Strength of Concrete - P...
→
IS 9013:1978Method of test for water permeability of conc...
→
IRC 58:2015Guidelines for the Design of Plain Jointed Ri...
→
IRC 28:1967Tentative Specifications for the Construction...
→

Frequently Asked Questions15

What is accelerated strength testing?+
Per Clause 2: method to predict 28-day concrete strength from tests at 24 hours or less (hours). Uses elevated temperature curing to accelerate strength gain. Enables faster construction decisions without waiting 28 days.
What is warm water method?+
Per Clause 5: cubes submerged in 55°C water bath from 1 hour after casting; 23.5 hours total (so 24 hours cumulative age). Tested at 24 hours. Most common method in India due to simplicity.
What is boiling water method?+
Per Clause 6: cubes cured 1 hour at ambient + 1 hour heating to 100°C + 3.5 hours at 100°C + cool down. Total ~6 hours age at test. Faster than warm water but equipment more expensive.
What are typical correlations?+
Per Clause 8: warm water 0.65-0.75 (24-hr accelerated = 65-75% of 28-day strength); boiling water 0.70-0.80. Correlations mix-specific — must be established per specific mix design.
How do I use accelerated test results?+
Per Clause 9: predicted 28-day strength = accelerated strength / correlation factor. If predicted > target design strength, concrete accepted provisionally. Final acceptance typically by 28-day traditional test.
When is accelerated testing used?+
Per Clause 12: pavement opening (14 days instead of 28), bridge deck stripping (3 days), concrete acceptance for critical elements, early remediation detection. Wherever faster decision needed.
Is accelerated testing sufficient alone?+
Per Clause 11: no — correlations vary by mix design, cement type, aggregate, temperature. Periodic verification against 28-day standard test essential. Accelerated is for early decision; 28-day for formal acceptance.
What equipment is needed?+
Per Clause 13: thermostatic water bath (±1°C accuracy) ₹20-50k, compression testing machine per IS 516 ₹5-15 lakh, thermometer, specimen curing frames. Total lab setup ₹20-50 lakh.
Can I use rebound hammer or UPV?+
Per Amendment No. 2 (2022): yes, as complementary non-destructive tools. Rebound hammer (surface hardness), UPV (internal structure), maturity meter (time-temperature history). Useful for in-situ concrete.
How do I establish correlation for new mix?+
Per Clause 7: cast 10-20 cube sets; test 5-10 at accelerated, remaining at 28-days. Plot accelerated vs 28-day; regression gives correlation factor. Recalibrate if mix changes.
What is the maturity method?+
Per Amendment No. 2 (2022): tracks strength via time-temperature history. Real-time temperature sensors embedded in concrete + maturity formula. Particularly useful for mass concrete and bridge decks.
What is the cost of accelerated testing?+
₹500-2000 per test. Justified by faster construction decisions. Compare to 28-day traditional ₹500 per test (slower). Net benefit via construction speed.
Is accelerated testing required or optional?+
Optional, but standard practice on NH/expressway/major bridge projects. Rural projects often skip due to lab unavailability. IRC 58 references IRC 85 for rigid pavement QC.
Can accelerated testing detect poor quality concrete?+
Per Clause 9: yes — if accelerated strength below predicted, indicates mix or construction problem. Early detection (24 hrs) enables remediation before concrete hardens fully. Major advantage over waiting 28 days.
What cube size is used?+
Per Clause 4 + IS 516: standard 150 mm cubes. Smaller 100 mm cubes permitted with separate correlation. Same cube size as standard 28-day testing for consistency.

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