QA/QC  › Concrete & RCC  › Cube Test Tracker
Register · QC-CON-REG-002
Cube Test Tracker / Register
29 checkpoints across 2 sections.
29 Checkpoints
2 Sections
As needed
Site Engineer

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S.No.CheckpointIS RequirementStatus
REG. CUBE SPECIMEN LIFECYCLE LOG - COLUMN DEFINITIONS
COL-01S.No
Acceptance: Sequential numbering from 1 onwards
Serial number for each cube set entry
COL-02Cube Set ID
Acceptance: Unique across project; linked to Pour Register (QC-CON-REG-001)
Unique identifier for the cube set (e.g., SET-001, CS-P1-001)
COL-03Date Cast
Acceptance: Same as pour date; time of casting recorded (HH:MM)
Date and time when cubes were cast from the concrete pour
COL-04Pour Ref / Element
Acceptance: Pour ID or element description matching Pour Register
Reference to the concrete pour (link to QC-CON-REG-001) and element concreted
COL-05Grade
Acceptance: As per design specification; must match pour grade
Concrete grade (e.g., M25, M30, M40, M50)
COL-06Mix Design
Acceptance: Approved mix design ID/reference; traceability to proportions
Reference to approved mix design document (IS 10262:2009)
COL-07No. of Cubes
Acceptance: Typically 6 cubes per set: 3 for 7-day test + 3 for 28-day test (minimum 1 set per 30 m³)
Total number of cube specimens in the set
COL-08Mould IDs
Acceptance: Calibrated moulds per IS 456, IDs recorded for traceability
Unique identifiers of the 150mm cube moulds used
COL-09Curing Method
Acceptance: Standard water immersion at 27±2°C or moist sand/cotton bed; per IS 516
Curing method used for the cubes (e.g., water immersion, moist burlap)
COL-10Lab Sent To
Acceptance: Accredited testing lab with valid equipment calibration certificates
Name of testing laboratory
COL-11Date Sent
Acceptance: Documented delivery date; chain of custody maintained
Date cubes were dispatched to the testing lab
COL-127-Day Test Date
Acceptance: 7±1 days from casting date (per IS 516:1959 Clause 6.5)
Date when 7-day compression test was conducted
COL-137-Day Results - Cube 1 (MPa)
Acceptance: Recorded strength in MPa to 0.5 MPa precision
Compressive strength of first cube specimen at 7 days
COL-147-Day Results - Cube 2 (MPa)
Acceptance: Recorded strength in MPa to 0.5 MPa precision
Compressive strength of second cube specimen at 7 days
COL-157-Day Results - Cube 3 (MPa)
Acceptance: Recorded strength in MPa to 0.5 MPa precision
Compressive strength of third cube specimen at 7 days
COL-167-Day Average (MPa)
Acceptance: Mean of Cube 1, 2, 3; calculated value in MPa
Average compressive strength of 3 cubes at 7 days
COL-177-Day Pass/Fail
Acceptance: PASS if average ≥ fck - 3 MPa (tolerance allowance); FAIL if below
Pass/Fail verdict at 7 days (informational; IS 456 primarily uses 28-day for acceptance)
COL-1828-Day Test Date
Acceptance: 28±1 days from casting date (per IS 516:1959 Clause 6.5)
Date when 28-day compression test was conducted
COL-1928-Day Results - Cube 1 (MPa)
Acceptance: Recorded strength in MPa to 0.5 MPa precision; primary acceptance criterion per IS 456
Compressive strength of first cube specimen at 28 days
COL-2028-Day Results - Cube 2 (MPa)
Acceptance: Recorded strength in MPa to 0.5 MPa precision; primary acceptance criterion per IS 456
Compressive strength of second cube specimen at 28 days
COL-2128-Day Results - Cube 3 (MPa)
Acceptance: Recorded strength in MPa to 0.5 MPa precision; primary acceptance criterion per IS 456
Compressive strength of third cube specimen at 28 days
COL-2228-Day Average (MPa)
Acceptance: Mean of Cube 1, 2, 3; calculated value in MPa. Accept if: Average ≥ (fck + 0.825×SD) AND Each individual ≥ (fck - 3) MPa
Average compressive strength of 3 cubes at 28 days
COL-2328-Day Pass/Fail
Acceptance: PASS if both conditions met: (1) Average ≥ (fck + 0.825×SD) AND (2) All individuals ≥ (fck - 3). FAIL if either condition fails; triggers NCR and remedial investigation
Pass/Fail verdict at 28 days (final acceptance criterion per IS 456:2000)
COL-24NCR No (if fail)
Acceptance: NCR ID linked to defect management system; leave blank if PASS
Non-Conformance Report number if 28-day test failed
COL-25Remarks
Acceptance: Document concrete appearance, test anomalies, core sampling decision, or remedial measures
Any observations, defects, or actions taken
CRITERIA. ACCEPTANCE CRITERIA REFERENCE (IS 456:2000 Table 11)
ACC-01Individual Cube Strength
Acceptance: Each cube ≥ (fck - 3) MPa. If any cube fails, element requires investigation (core testing per IS 1199:1959 Cl. 15)
Each tested cube must achieve minimum strength
ACC-02Average Cube Strength
Acceptance: Average ≥ (fck + 0.825×SD) where SD = standard deviation of all results in the acceptance group. Typical SD ≈ 2-3 MPa for controlled concrete
Average of 3 cubes must exceed specified threshold
ACC-03Sampling Frequency
Acceptance: 1 set per 30 m³ (or part thereof); 1 set per day minimum. Set = 6 cubes (3 at 7-day, 3 at 28-day)
Minimum number of cube sets per project phase
ACC-04Core Testing Trigger
Acceptance: If 28-day cube average < (fck + 0.825×SD) OR any individual < (fck - 3) MPa. Minimum 3 cores per 1000 m² of element surface, 150mm diameter, tested per IS 1199 Cl. 15
When core testing of in-situ concrete becomes mandatory
REG. CUBE SPECIMEN LIFECYCLE LOG - COLUMN DEFINITIONS
COL-01S.No
Serial number for each cube set entry (IS 516:1959)
Sequential numbering from 1 onwards
COL-02Cube Set ID
Unique identifier for the cube set (e.g., SET-001, CS-P1-001) (IS 516:1959)
Unique across project; linked to Pour Register (QC-CON-REG-001)
COL-03Date Cast
Date and time when cubes were cast from the concrete pour (IS 516:1959 Cl. 5.1)
Same as pour date; time of casting recorded (HH:MM)
COL-04Pour Ref / Element
Reference to the concrete pour (link to QC-CON-REG-001) and element concreted (IS 516:1959)
Pour ID or element description matching Pour Register
COL-05Grade
Concrete grade (e.g., M25, M30, M40, M50) (IS 456:2000, IS 516:1959)
As per design specification; must match pour grade
COL-06Mix Design
Reference to approved mix design document (IS 10262:2009) (IS 10262:2009)
Approved mix design ID/reference; traceability to proportions
COL-07No. of Cubes
Total number of cube specimens in the set (IS 516:1959 Cl. 5.2)
Typically 6 cubes per set: 3 for 7-day test + 3 for 28-day test (minimum 1 set per 30 m³)
COL-08Mould IDs
Unique identifiers of the 150mm cube moulds used (IS 516:1959 Cl. 5.3)
Calibrated moulds per IS 456, IDs recorded for traceability
COL-09Curing Method
Curing method used for the cubes (e.g., water immersion, moist burlap) (IS 516:1959 Cl. 5.6, IS 456:2000 Cl. 13.5)
Standard water immersion at 27±2°C or moist sand/cotton bed; per IS 516
COL-10Lab Sent To
Name of testing laboratory (IS 516:1959)
Accredited testing lab with valid equipment calibration certificates
COL-11Date Sent
Date cubes were dispatched to the testing lab (IS 516:1959)
Documented delivery date; chain of custody maintained
COL-127-Day Test Date
Date when 7-day compression test was conducted (IS 516:1959 Cl. 6)
7±1 days from casting date (per IS 516:1959 Clause 6.5)
COL-137-Day Results - Cube 1 (MPa)
Compressive strength of first cube specimen at 7 days (IS 516:1959 Cl. 6.4)
Recorded strength in MPa to 0.5 MPa precision
COL-147-Day Results - Cube 2 (MPa)
Compressive strength of second cube specimen at 7 days (IS 516:1959 Cl. 6.4)
Recorded strength in MPa to 0.5 MPa precision
COL-157-Day Results - Cube 3 (MPa)
Compressive strength of third cube specimen at 7 days (IS 516:1959 Cl. 6.4)
Recorded strength in MPa to 0.5 MPa precision
COL-167-Day Average (MPa)
Average compressive strength of 3 cubes at 7 days (IS 516:1959 Cl. 6.4, IS 456:2000 Table 11)
Mean of Cube 1, 2, 3; calculated value in MPa
COL-177-Day Pass/Fail
Pass/Fail verdict at 7 days (informational; IS 456 primarily uses 28-day for acceptance) (IS 456:2000)
PASS if average ≥ fck - 3 MPa (tolerance allowance); FAIL if below
COL-1828-Day Test Date
Date when 28-day compression test was conducted (IS 516:1959 Cl. 6)
28±1 days from casting date (per IS 516:1959 Clause 6.5)
COL-1928-Day Results - Cube 1 (MPa)
Compressive strength of first cube specimen at 28 days (IS 516:1959 Cl. 6.4)
Recorded strength in MPa to 0.5 MPa precision; primary acceptance criterion per IS 456
COL-2028-Day Results - Cube 2 (MPa)
Compressive strength of second cube specimen at 28 days (IS 516:1959 Cl. 6.4)
Recorded strength in MPa to 0.5 MPa precision; primary acceptance criterion per IS 456
COL-2128-Day Results - Cube 3 (MPa)
Compressive strength of third cube specimen at 28 days (IS 516:1959 Cl. 6.4)
Recorded strength in MPa to 0.5 MPa precision; primary acceptance criterion per IS 456
COL-2228-Day Average (MPa)
Average compressive strength of 3 cubes at 28 days (IS 516:1959 Cl. 6.4, IS 456:2000 Table 11)
Mean of Cube 1, 2, 3; calculated value in MPa. Accept if: Average ≥ (fck + 0.825×SD) AND Each individual ≥ (fck - 3) MPa
COL-2328-Day Pass/Fail
Pass/Fail verdict at 28 days (final acceptance criterion per IS 456:2000) (IS 456:2000 Table 11, IS 516:1959)
PASS if both conditions met: (1) Average ≥ (fck + 0.825×SD) AND (2) All individuals ≥ (fck - 3). FAIL if either condition fails; triggers NCR and remedial investigation
COL-24NCR No (if fail)
Non-Conformance Report number if 28-day test failed (IS 456:2000)
NCR ID linked to defect management system; leave blank if PASS
COL-25Remarks
Any observations, defects, or actions taken (IS 516:1959, IS 456:2000)
Document concrete appearance, test anomalies, core sampling decision, or remedial measures
CRITERIA. ACCEPTANCE CRITERIA REFERENCE (IS 456:2000 Table 11)
ACC-01Individual Cube Strength
Each tested cube must achieve minimum strength (IS 456:2000 Table 11)
Each cube ≥ (fck - 3) MPa. If any cube fails, element requires investigation (core testing per IS 1199:1959 Cl. 15)
ACC-02Average Cube Strength
Average of 3 cubes must exceed specified threshold (IS 456:2000 Table 11)
Average ≥ (fck + 0.825×SD) where SD = standard deviation of all results in the acceptance group. Typical SD ≈ 2-3 MPa for controlled concrete
ACC-03Sampling Frequency
Minimum number of cube sets per project phase (IS 456:2000, IS 1199:1959)
1 set per 30 m³ (or part thereof); 1 set per day minimum. Set = 6 cubes (3 at 7-day, 3 at 28-day)
ACC-04Core Testing Trigger
When core testing of in-situ concrete becomes mandatory (IS 456:2000, IS 1199:1959 Cl. 15)
If 28-day cube average < (fck + 0.825×SD) OR any individual < (fck - 3) MPa. Minimum 3 cores per 1000 m² of element surface, 150mm diameter, tested per IS 1199 Cl. 15
Inspection Sign-Off
ACCEPTED
REJECTED - REMEDIAL REQUIRED
PENDING TEST RESULTS
Reviewed By (QC Engineer)
Name / Sign / Date
Lab Test Certificate Reference
Name / Sign / Date
Signature
Name / Sign / Date
Approved By (Site Engineer)
Name / Sign / Date
Signature
Name / Sign / Date