QA/QC  › Cement  › Cement Mortar Cube
Test-report · QC-CEM-TST-003
Cement Mortar Cube Compressive Strength Report
31 checkpoints across 6 sections. At cement receipt; primary acceptance test before approval for concrete production
31 Checkpoints
6 Sections
Per cement delivery batch
Testing Laboratory, QC Engineer

Checklist Preview

S.No.CheckpointIS RequirementStatus
A. MORTAR PREPARATION AND SPECIMEN CASTING
A1Mortar mix proportions per IS 4031: Cement:Sand = 1:3 by mass
Acceptance: Cement mass: 500g; Sand mass: 1500g (ISO standard sand); water: normal consistency %
Cl. 5.1 — Mix design
OK
NC
NA
HOLD
A2Sand quality verified: ISO standard sand used (0.1-2 mm graded sand)
Acceptance: ISO standard graded sand; specific gravity 2.6-2.8; moisture content <0.1%
Cl. 5.1.1 — Sand specification
OK
NC
NA
HOLD
A3Water addition: normal consistency percentage determined and used
Acceptance: Water % as per normal consistency test (typically 10-12% by weight of cement); documented
Cl. 5.1.2 — Water content
OK
NC
NA
HOLD
A4Mortar mixing: mechanical mixer used; mixing time 3-5 minutes at specified speed
Acceptance: Mixer speed 140±10 rpm; mixing duration 4-5 min; homogeneous mix achieved
Cl. 5.2 — Mixing procedure
OK
NC
NA
HOLD
A5Cube mould dimensions: 70.6 mm (±0.5 mm) per side; non-porous and rigid
Acceptance: Mould dimension accuracy within tolerance; internal surfaces smooth; no corrosion
Cl. 5.3 — Mould specification
OK
NC
NA
HOLD
A6Mortar filled in mould in 2 layers with compaction by vibration or tamping
Acceptance: Layer compaction: 32 blows per layer using standard tamper; no air voids; uniform density
Cl. 5.4 — Casting procedure
OK
NC
NA
HOLD
A7Specimens struck off flush with mould top and marked with identification
Acceptance: Excess mortar removed; surface level with mould; clear marking: batch, date, test age
Cl. 5.5 — Specimen finishing
OK
NC
NA
HOLD
B. SPECIMEN CURING CONDITIONS
B1Initial curing: specimens kept in mould for 24 hours at room temperature (20-27°C)
Acceptance: Temperature maintained 20-27°C; humidity >90%; no vibration or disturbance
Cl. 5.6 — Demoulding time
OK
NC
NA
HOLD
B2Demoulding: specimens removed from mould after 24 hours without damage
Acceptance: Gentle removal; no cracking or spalling; surfaces intact
Cl. 5.6.1 — Demoulding procedure
OK
NC
NA
HOLD
B3Water curing: specimens submerged in potable water at 23±2°C until testing
Acceptance: Continuous submersion in water; temperature 23±2°C; no exposure to air between curing and testing
Cl. 5.6.2 — Curing method
OK
NC
NA
HOLD
B4Curing water replaced periodically; pH >7; no stagnation or contamination
Acceptance: Water changed every 7 days or as needed; clean, potable water; no algae growth
Cl. 5.6.2 — Curing water quality
OK
NC
NA
HOLD
C. 7-DAY COMPRESSIVE STRENGTH TESTING
C1Specimens tested at exactly 7 days after casting (±30 minutes tolerance)
Acceptance: Age precisely 7 days; testing time documented; maximum deviation ±30 min from exact age
Cl. 5.7 — Testing age
OK
NC
NA
HOLD
C2Specimens surface-dried before testing; no water droplets or excess moisture
Acceptance: Specimens wiped dry; allowed to reach room temperature (20-27°C) before testing
Cl. 5.7.1 — Pre-test preparation
OK
NC
NA
HOLD
C3Compression testing machine calibrated per ASTM/ISO standards with ±1% accuracy
Acceptance: Machine certified; load application rate 0.6-1.2 MPa/s; alignment verified
Cl. 5.7.2 — Equipment calibration
OK
NC
NA
HOLD
C4Load applied uniformly and continuously until specimen fails; no shock loading
Acceptance: Constant rate of loading; specimen centered on platen; failure mode observed and recorded
Cl. 5.7.3 — Loading procedure
OK
NC
NA
HOLD
C5Ultimate load at failure recorded for each specimen tested
Acceptance: Load in kN recorded accurately; minimum 3 specimens tested; failure pattern documented
Cl. 5.7.4 — Data recording
OK
NC
NA
HOLD
C67-day compressive strength calculated: Strength = Load / Area (in MPa)
Acceptance: Strength = (Load in N) / (Area 50 mm × 50 mm); reported in MPa to 1 decimal place
Cl. 5.8 — Strength calculation
OK
NC
NA
HOLD
C77-day strength compared with IS code minimum requirement
Acceptance: 33 Grade: min 17 MPa; 43 Grade: min 23 MPa; 53 Grade: min 27 MPa; average of 3 specimens
Cl. 6 — Acceptance criteria 7-day
OK
NC
NA
HOLD
Showing 18 of 31 checkpoints ·
A. MORTAR PREPARATION AND SPECIMEN CASTING
A1Mortar mix proportions per IS 4031: Cement:Sand = 1:3 by mass
Cl. 5.1 — Mix design (IS 4031)
Cement mass: 500g; Sand mass: 1500g (ISO standard sand); water: normal consistency %
OKNCNAHOLD
A2Sand quality verified: ISO standard sand used (0.1-2 mm graded sand)
Cl. 5.1.1 — Sand specification (IS 4031)
ISO standard graded sand; specific gravity 2.6-2.8; moisture content <0.1%
OKNCNAHOLD
A3Water addition: normal consistency percentage determined and used
Cl. 5.1.2 — Water content (IS 4031)
Water % as per normal consistency test (typically 10-12% by weight of cement); documented
OKNCNAHOLD
A4Mortar mixing: mechanical mixer used; mixing time 3-5 minutes at specified speed
Cl. 5.2 — Mixing procedure (IS 4031)
Mixer speed 140±10 rpm; mixing duration 4-5 min; homogeneous mix achieved
OKNCNAHOLD
A5Cube mould dimensions: 70.6 mm (±0.5 mm) per side; non-porous and rigid
Cl. 5.3 — Mould specification (IS 4031)
Mould dimension accuracy within tolerance; internal surfaces smooth; no corrosion
OKNCNAHOLD
A6Mortar filled in mould in 2 layers with compaction by vibration or tamping
Cl. 5.4 — Casting procedure (IS 4031)
Layer compaction: 32 blows per layer using standard tamper; no air voids; uniform density
OKNCNAHOLD
A7Specimens struck off flush with mould top and marked with identification
Cl. 5.5 — Specimen finishing (IS 4031)
Excess mortar removed; surface level with mould; clear marking: batch, date, test age
OKNCNAHOLD
B. SPECIMEN CURING CONDITIONS
B1Initial curing: specimens kept in mould for 24 hours at room temperature (20-27°C)
Cl. 5.6 — Demoulding time (IS 4031)
Temperature maintained 20-27°C; humidity >90%; no vibration or disturbance
OKNCNAHOLD
B2Demoulding: specimens removed from mould after 24 hours without damage
Cl. 5.6.1 — Demoulding procedure (IS 4031)
Gentle removal; no cracking or spalling; surfaces intact
OKNCNAHOLD
B3Water curing: specimens submerged in potable water at 23±2°C until testing
Cl. 5.6.2 — Curing method (IS 4031)
Continuous submersion in water; temperature 23±2°C; no exposure to air between curing and testing
OKNCNAHOLD
B4Curing water replaced periodically; pH >7; no stagnation or contamination
Cl. 5.6.2 — Curing water quality (IS 4031)
Water changed every 7 days or as needed; clean, potable water; no algae growth
OKNCNAHOLD
C. 7-DAY COMPRESSIVE STRENGTH TESTING
C1Specimens tested at exactly 7 days after casting (±30 minutes tolerance)
Cl. 5.7 — Testing age (IS 4031)
Age precisely 7 days; testing time documented; maximum deviation ±30 min from exact age
OKNCNAHOLD
C2Specimens surface-dried before testing; no water droplets or excess moisture
Cl. 5.7.1 — Pre-test preparation (IS 4031)
Specimens wiped dry; allowed to reach room temperature (20-27°C) before testing
OKNCNAHOLD
C3Compression testing machine calibrated per ASTM/ISO standards with ±1% accuracy
Cl. 5.7.2 — Equipment calibration (IS 4031)
Machine certified; load application rate 0.6-1.2 MPa/s; alignment verified
OKNCNAHOLD
C4Load applied uniformly and continuously until specimen fails; no shock loading
Cl. 5.7.3 — Loading procedure (IS 4031)
Constant rate of loading; specimen centered on platen; failure mode observed and recorded
OKNCNAHOLD
C5Ultimate load at failure recorded for each specimen tested
Cl. 5.7.4 — Data recording (IS 4031)
Load in kN recorded accurately; minimum 3 specimens tested; failure pattern documented
OKNCNAHOLD
C67-day compressive strength calculated: Strength = Load / Area (in MPa)
Cl. 5.8 — Strength calculation (IS 4031)
Strength = (Load in N) / (Area 50 mm × 50 mm); reported in MPa to 1 decimal place
OKNCNAHOLD
C77-day strength compared with IS code minimum requirement
Cl. 6 — Acceptance criteria 7-day (IS 269)
33 Grade: min 17 MPa; 43 Grade: min 23 MPa; 53 Grade: min 27 MPa; average of 3 specimens
OKNCNAHOLD
Showing 18 of 31 ·
Inspection Sign-Off
APPROVED
APPROVED WITH CONDITIONS
REJECTED — STRENGTH INSUFFICIENT
Strength Test Summary
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Tested By (Technician)
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Reviewed By (Lab Manager)
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