QA/QC  › Masonry & Bricks  › Mortar Cube Compressive
Test-report · QC-MAS-TST-003
Mortar Cube Compressive Strength Test
9 checkpoints across 4 sections. During masonry construction; batch validation
9 Checkpoints
4 Sections
Per mortar batch
Testing Laboratory, QC Engineer

Checklist Preview

S.No.CheckpointIS RequirementStatus
A. SAMPLE PREPARATION
A1Mortar samples collected during laying; 9 cubes (70.6 mm) prepared per batch
Acceptance: Standard moulds; 2 layers, 32 blows per layer; 3 cubes each for 7-day and 28-day testing
Cl. 4 — Specimen preparation
OK
NC
NA
HOLD
A2Cubes cured in moist condition at 23±2°C until testing
Acceptance: Moist curing chamber; temperature 23±2°C; humidity >90%; no disturbance
Cl. 4.1 — Curing procedure
OK
NC
NA
HOLD
B. 7-DAY TESTING
B1Cubes tested at exactly 7 days; surface-dried before testing
Acceptance: Age ±30 min from 7 days; wiped dry; room temperature 20-27°C
Cl. 5 — Testing age
OK
NC
NA
HOLD
B2Load applied at 0.6-1.2 MPa/s until failure; load recorded to 0.1 kN
Acceptance: Constant rate; proper centering; 3 cubes tested; failure recorded
Cl. 5.1 — Loading rate
OK
NC
NA
HOLD
B37-day strength calculated and average determined
Acceptance: Strength = Load / Area; average of 3 cubes; typical 3.5-5 MPa for 1:3 mortar
Cl. 6 — Calculation
OK
NC
NA
HOLD
C. 28-DAY TESTING
C1Cubes tested at exactly 28 days from casting
Acceptance: Age ±30 min from 28 days; properly cured; dry before testing
Cl. 5 — Testing age
OK
NC
NA
HOLD
C2Load applied at constant rate until failure
Acceptance: Rate 0.6-1.2 MPa/s; 3 cubes tested; failure load recorded
Cl. 5.1 — Loading procedure
OK
NC
NA
HOLD
C328-day strength calculated; average determined
Acceptance: Strength = Load / Area; typical 10-15 MPa for 1:3 mortar; minimum per spec
Cl. 6 — Calculation
OK
NC
NA
HOLD
Showing 8 of 9 checkpoints ·
A. SAMPLE PREPARATION
A1Mortar samples collected during laying; 9 cubes (70.6 mm) prepared per batch
Cl. 4 — Specimen preparation (IS 2250)
Standard moulds; 2 layers, 32 blows per layer; 3 cubes each for 7-day and 28-day testing
OKNCNAHOLD
A2Cubes cured in moist condition at 23±2°C until testing
Cl. 4.1 — Curing procedure (IS 2250)
Moist curing chamber; temperature 23±2°C; humidity >90%; no disturbance
OKNCNAHOLD
B. 7-DAY TESTING
B1Cubes tested at exactly 7 days; surface-dried before testing
Cl. 5 — Testing age (IS 2250)
Age ±30 min from 7 days; wiped dry; room temperature 20-27°C
OKNCNAHOLD
B2Load applied at 0.6-1.2 MPa/s until failure; load recorded to 0.1 kN
Cl. 5.1 — Loading rate (IS 2250)
Constant rate; proper centering; 3 cubes tested; failure recorded
OKNCNAHOLD
B37-day strength calculated and average determined
Cl. 6 — Calculation (IS 2250)
Strength = Load / Area; average of 3 cubes; typical 3.5-5 MPa for 1:3 mortar
OKNCNAHOLD
C. 28-DAY TESTING
C1Cubes tested at exactly 28 days from casting
Cl. 5 — Testing age (IS 2250)
Age ±30 min from 28 days; properly cured; dry before testing
OKNCNAHOLD
C2Load applied at constant rate until failure
Cl. 5.1 — Loading procedure (IS 2250)
Rate 0.6-1.2 MPa/s; 3 cubes tested; failure load recorded
OKNCNAHOLD
C328-day strength calculated; average determined
Cl. 6 — Calculation (IS 2250)
Strength = Load / Area; typical 10-15 MPa for 1:3 mortar; minimum per spec
OKNCNAHOLD
Showing 8 of 9 ·
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