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Register · QC-CON-REG-001
Concrete Pour Register
27 checkpoints across 2 sections.
27 Checkpoints
2 Sections
As needed
Site Engineer

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S.No.CheckpointIS RequirementStatus
REG. CONCRETE POUR LOG - COLUMN DEFINITIONS
COL-01S.No
Acceptance: Sequential numbering from 1 onwards
Serial number for each pour entry
COL-02Date
Acceptance: DD-MM-YYYY format
Date of concrete pour
COL-03Pour Time (Start-End)
Acceptance: HH:MM format, duration recorded
Start and end time of concrete placement
COL-04Element/Location
Acceptance: Clear identification with level/zone reference
Structural element being concreted (e.g., Slab, Beam, Column, Footing)
COL-05Drawing Ref
Acceptance: Drawing number and revision as per approved set
Reference drawing number for the element
COL-06Grade
Acceptance: As per design specification and drawing
Concrete grade (e.g., M25, M30, M40)
COL-07Mix Design Ref
Acceptance: Approved mix design reference matching grade and w/c ratio
Reference to approved mix design (ID/batch number)
COL-08Volume Planned (m³)
Acceptance: As per drawings and bill of quantities
Designed volume of concrete for the element
COL-09Volume Actual (m³)
Acceptance: Recorded from truck discharge tickets
Actual volume of concrete placed
COL-10Truck/Batch Count
Acceptance: Total count of delivery vehicles/batches
Number of transit mixer trucks or batches used
COL-11Slump Range (mm)
Acceptance: Slump 25-75 mm typical; verify against mix design specification
Measured slump as per IS 1199:1959 (Cone slump test)
COL-12Ambient Temp (°C)
Acceptance: 5-40°C normal; below 5°C or above 40°C requires special measures
Ambient air temperature during placement
COL-13Concrete Temp (°C)
Acceptance: 10-32°C typical; measured with thermometer at point of placement
Measured temperature of fresh concrete at placement
COL-14Cube Set IDs
Acceptance: Minimum 1 set per 30 m³; typically 6 cubes per set (3 for 7-day, 3 for 28-day)
Unique identifiers for all cube sets cast from this pour
COL-15W/C Ratio
Acceptance: As per approved mix design; reference value from batch ticket
Water-to-Cement ratio by weight
COL-16Admixture Used (type & dosage)
Acceptance: As per approved mix design; dosage in mL/100 kg cement or % by mass
Type and dosage of chemical admixtures (e.g., plasticizer, retarder, accelerator)
COL-17Pour Method (pump/crane/direct)
Acceptance: Pump (preferred), crane bucket, or direct from truck; free fall ≤1.5 m per IS 456
Method of concrete placement into formwork
COL-18Vibration Method
Acceptance: Needle vibrator (immersion 5-15 sec per layer) or surface vibrator; frequency 50-100 Hz typical
Type and duration of vibration applied
COL-19Curing Start Date
Acceptance: Within 24 hours of placement (or earlier in hot/windy weather)
Date when curing commenced
COL-20Curing Method
Acceptance: Minimum 7 days for non-air-cooled concrete; 14 days for high strength or pozzolanic cement
Curing method (water spraying, wet burlap, curing compound, ponding)
COL-21Weather
Acceptance: Clear, Rainy, Windy, Hot, Cold; note if special measures taken
Weather conditions during placement and curing commencement
COL-22QC Engineer
Acceptance: Designated competent person present during entire pour operation
Name and signature of QC engineer supervising the pour
COL-23Remarks
Acceptance: Document any non-conformances or corrective actions taken
Any deviations, defects observed, or special notes
SUMMARY. MONTHLY SUMMARY
SUM-01Total Pours (No.)
Acceptance: Cumulative from pour log
Count of all concrete pour events in the period
SUM-02Total Volume (m³)
Acceptance: Sum of all Volume Actual entries
Total actual volume of concrete placed in the period
SUM-03Average Slump (mm)
Acceptance: Mean of all recorded slump values
Average slump of all pours in the period
SUM-04Total Cubes Cast (No.)
Acceptance: Cumulative from all cube set IDs (typically 6 cubes per set)
Total count of cube specimens cast in the period
REG. CONCRETE POUR LOG - COLUMN DEFINITIONS
COL-01S.No
Serial number for each pour entry (IS 456:2000)
Sequential numbering from 1 onwards
COL-02Date
Date of concrete pour (IS 456:2000 Cl. 5.2)
DD-MM-YYYY format
COL-03Pour Time (Start-End)
Start and end time of concrete placement (IS 456:2000 Cl. 13.2)
HH:MM format, duration recorded
COL-04Element/Location
Structural element being concreted (e.g., Slab, Beam, Column, Footing) (IS 456:2000)
Clear identification with level/zone reference
COL-05Drawing Ref
Reference drawing number for the element (IS 456:2000)
Drawing number and revision as per approved set
COL-06Grade
Concrete grade (e.g., M25, M30, M40) (IS 456:2000 Cl. 5.2)
As per design specification and drawing
COL-07Mix Design Ref
Reference to approved mix design (ID/batch number) (IS 10262:2009)
Approved mix design reference matching grade and w/c ratio
COL-08Volume Planned (m³)
Designed volume of concrete for the element (IS 456:2000)
As per drawings and bill of quantities
COL-09Volume Actual (m³)
Actual volume of concrete placed (IS 456:2000)
Recorded from truck discharge tickets
COL-10Truck/Batch Count
Number of transit mixer trucks or batches used (IS 456:2000)
Total count of delivery vehicles/batches
COL-11Slump Range (mm)
Measured slump as per IS 1199:1959 (Cone slump test) (IS 1199:1959, IS 456:2000 Cl. 5.2)
Slump 25-75 mm typical; verify against mix design specification
COL-12Ambient Temp (°C)
Ambient air temperature during placement (IS 456:2000 Cl. 5.4)
5-40°C normal; below 5°C or above 40°C requires special measures
COL-13Concrete Temp (°C)
Measured temperature of fresh concrete at placement (IS 456:2000 Cl. 5.4)
10-32°C typical; measured with thermometer at point of placement
COL-14Cube Set IDs
Unique identifiers for all cube sets cast from this pour (IS 516:1959)
Minimum 1 set per 30 m³; typically 6 cubes per set (3 for 7-day, 3 for 28-day)
COL-15W/C Ratio
Water-to-Cement ratio by weight (IS 456:2000 Cl. 5.2, IS 10262:2009)
As per approved mix design; reference value from batch ticket
COL-16Admixture Used (type & dosage)
Type and dosage of chemical admixtures (e.g., plasticizer, retarder, accelerator) (IS 9103:1999)
As per approved mix design; dosage in mL/100 kg cement or % by mass
COL-17Pour Method (pump/crane/direct)
Method of concrete placement into formwork (IS 456:2000 Cl. 13.2)
Pump (preferred), crane bucket, or direct from truck; free fall ≤1.5 m per IS 456
COL-18Vibration Method
Type and duration of vibration applied (IS 456:2000 Cl. 13.3)
Needle vibrator (immersion 5-15 sec per layer) or surface vibrator; frequency 50-100 Hz typical
COL-19Curing Start Date
Date when curing commenced (IS 456:2000 Cl. 13.5)
Within 24 hours of placement (or earlier in hot/windy weather)
COL-20Curing Method
Curing method (water spraying, wet burlap, curing compound, ponding) (IS 456:2000 Cl. 13.5)
Minimum 7 days for non-air-cooled concrete; 14 days for high strength or pozzolanic cement
COL-21Weather
Weather conditions during placement and curing commencement (IS 456:2000 Cl. 5.4)
Clear, Rainy, Windy, Hot, Cold; note if special measures taken
COL-22QC Engineer
Name and signature of QC engineer supervising the pour (IS 456:2000)
Designated competent person present during entire pour operation
COL-23Remarks
Any deviations, defects observed, or special notes (IS 456:2000)
Document any non-conformances or corrective actions taken
SUMMARY. MONTHLY SUMMARY
SUM-01Total Pours (No.)
Count of all concrete pour events in the period (IS 456:2000)
Cumulative from pour log
SUM-02Total Volume (m³)
Total actual volume of concrete placed in the period (IS 456:2000)
Sum of all Volume Actual entries
SUM-03Average Slump (mm)
Average slump of all pours in the period (IS 1199:1959)
Mean of all recorded slump values
SUM-04Total Cubes Cast (No.)
Total count of cube specimens cast in the period (IS 516:1959)
Cumulative from all cube set IDs (typically 6 cubes per set)
Inspection Sign-Off
APPROVED
APPROVED WITH CONDITIONS
REJECTED
Reviewed By (QC Engineer)
Name / Sign / Date
Signature
Name / Sign / Date
Approved By (Site In-charge/Supervisor)
Name / Sign / Date
Signature
Name / Sign / Date