QA/QC  › Concrete & RCC  › Slump / Workability
Test-report · QC-CON-TST-002
Slump / Workability Test Report
40 checkpoints across 6 sections. For every concrete delivery/batch during placement; minimum 2-3 tests per truck
40 Checkpoints
6 Sections
Per batch/truck delivery, at time of placement
Site Engineer, QA Inspector

Checklist Preview

S.No.CheckpointIS RequirementStatus
A. TEST DETAILS
A1Test Date
Acceptance: DD/MM/YYYY format, same day as concrete pour
Date on which slump test was performed
OK
NC
NA
HOLD
A2Time of Test
Acceptance: HH:MM format, at point of placement or early in pour
Time of slump measurement during concrete supply
OK
NC
NA
HOLD
A3Pour Location
Acceptance: Clear identification (column, beam, slab, footing, etc)
Identify structural element or area being concreted
OK
NC
NA
HOLD
A4Truck / Batch No
Acceptance: Valid batch reference from plant
Mixer truck or batch identification number
OK
NC
NA
HOLD
A5Grade & Mix Design Reference
Acceptance: Grade (M25/M30/etc), approved mix design ID
Target concrete grade and mix design number
OK
NC
NA
HOLD
A6Ambient Temperature (°C)
Acceptance: In range 10-35°C (record exact value)
Air temperature during test
OK
NC
NA
HOLD
A7Concrete Temperature (°C)
Acceptance: Typically 12-32°C (27±3°C ideal), measured with thermometer
Fresh concrete temperature at time of test
OK
NC
NA
HOLD
A8Transit Time from Plant (minutes)
Acceptance: Typically <1.5 hours for RMC, recorded for reference
Time elapsed from batching to slump test
OK
NC
NA
HOLD
B. SLUMP TEST RESULTS TABLE
B1Test No / Frequency
Acceptance: Minimum 2-3 tests per truck/batch recommended
Sequential test number (Test 1, Test 2, etc)
OK
NC
NA
HOLD
B2Time of Test (HH:MM)
Acceptance: Record for all tests in batch
Exact time each slump test was performed
OK
NC
NA
HOLD
B3Truck / Batch No
Acceptance: Cross-reference to plant records
Batch identification for traceability
OK
NC
NA
HOLD
B4Target Slump (mm)
Acceptance: e.g., 50 mm (low), 100 mm (medium), 150 mm (high) per IS code
Design slump value from approved mix design
OK
NC
NA
HOLD
B5Measured Slump (mm) - Reading 1
Acceptance: Vertical distance between cone top and collapsed concrete, accuracy ±5 mm
First measurement of slump height (mm)
OK
NC
NA
HOLD
B6Measured Slump (mm) - Reading 2
Acceptance: Take average of perpendicular readings
Second measurement (perpendicular to first)
OK
NC
NA
HOLD
B7Average Slump (mm)
Acceptance: Value used for acceptance
Average of 2 perpendicular slump measurements
OK
NC
NA
HOLD
B8Tolerance Verification (±25 mm)
Acceptance: Measured ≥ (Target - 25) and ≤ (Target + 25) mm; reject if outside
Check if measured slump within tolerance band
OK
NC
NA
HOLD
B9Type of Slump Observed
Acceptance: True Slump (normal cone collapse) | Shear Slump (asymmetric failure) | Collapse Slump (concrete spreads completely) | Zero Slump (no settlement)
Classify slump type observed during test
OK
NC
NA
HOLD
B10Result (Accept / Reject)
Acceptance: ACCEPT if within ±25 mm tolerance and True Slump; REJECT if Shear/Collapse or out of tolerance
Pass or fail based on tolerance and slump type
OK
NC
NA
HOLD
C. WORKABILITY ASSESSMENT
C1Design vs Actual Slump
Acceptance: Within ±25 mm; note if consistently high or low
Compare target vs measured slump performance
OK
NC
NA
HOLD
C2Concrete Consistency Assessment
Acceptance: Stiff | Very Plastic | Plastic | Very Workable | Flowable | Match to design intent
Observe and record consistency (very stiff to flowable)
OK
NC
NA
HOLD
C3Segregation Observed
Acceptance: None observed = PASS; Mild / Moderate / Severe = FAIL or NC
Visual assessment for segregation (coarse agg separation)
OK
NC
NA
HOLD
C4Bleeding Observed
Acceptance: None / Slight / Moderate / Heavy — note observation
Check for water on concrete surface (bleed water)
OK
NC
NA
HOLD
C5Water Addition on Site
Acceptance: STRICTLY NOT PERMITTED per IS 456; must be rejected if water added
Confirm NO additional water added to concrete
OK
NC
NA
HOLD
C6Placement Behavior Notes
Acceptance: Easy / Moderate difficulty / Difficult to place; notes on self-consolidation
Record how concrete behaved during placement
OK
NC
NA
HOLD
Showing 24 of 40 checkpoints ·
A. TEST DETAILS
A1Test Date
Date on which slump test was performed (IS 1199 Part 2 Cl. 4)
DD/MM/YYYY format, same day as concrete pour
OKNCNAHOLD
A2Time of Test
Time of slump measurement during concrete supply (IS 1199 Part 2 Cl. 4)
HH:MM format, at point of placement or early in pour
OKNCNAHOLD
A3Pour Location
Identify structural element or area being concreted (IS 456 Cl. 10.3)
Clear identification (column, beam, slab, footing, etc)
OKNCNAHOLD
A4Truck / Batch No
Mixer truck or batch identification number (IS 1199 Part 2 Cl. 4)
Valid batch reference from plant
OKNCNAHOLD
A5Grade & Mix Design Reference
Target concrete grade and mix design number (IS 10262)
Grade (M25/M30/etc), approved mix design ID
OKNCNAHOLD
A6Ambient Temperature (°C)
Air temperature during test (IS 1199 Part 2 Cl. 4.1)
In range 10-35°C (record exact value)
OKNCNAHOLD
A7Concrete Temperature (°C)
Fresh concrete temperature at time of test (IS 1199 Part 2 Cl. 4.1)
Typically 12-32°C (27±3°C ideal), measured with thermometer
OKNCNAHOLD
A8Transit Time from Plant (minutes)
Time elapsed from batching to slump test (IS 456 Cl. 10.3)
Typically <1.5 hours for RMC, recorded for reference
OKNCNAHOLD
B. SLUMP TEST RESULTS TABLE
B1Test No / Frequency
Sequential test number (Test 1, Test 2, etc) (IS 1199 Part 2 Cl. 4)
Minimum 2-3 tests per truck/batch recommended
OKNCNAHOLD
B2Time of Test (HH:MM)
Exact time each slump test was performed (IS 1199 Part 2 Cl. 4)
Record for all tests in batch
OKNCNAHOLD
B3Truck / Batch No
Batch identification for traceability (IS 1199 Part 2 Cl. 4)
Cross-reference to plant records
OKNCNAHOLD
B4Target Slump (mm)
Design slump value from approved mix design (IS 10262, IS 456 Table 2)
e.g., 50 mm (low), 100 mm (medium), 150 mm (high) per IS code
OKNCNAHOLD
B5Measured Slump (mm) - Reading 1
First measurement of slump height (mm) (IS 1199 Part 2 Cl. 5.2)
Vertical distance between cone top and collapsed concrete, accuracy ±5 mm
OKNCNAHOLD
B6Measured Slump (mm) - Reading 2
Second measurement (perpendicular to first) (IS 1199 Part 2 Cl. 5.2)
Take average of perpendicular readings
OKNCNAHOLD
B7Average Slump (mm)
Average of 2 perpendicular slump measurements (IS 1199 Part 2 Cl. 5.2)
Value used for acceptance
OKNCNAHOLD
B8Tolerance Verification (±25 mm)
Check if measured slump within tolerance band (IS 1199 Part 2, IS 456 Cl. 10.3)
Measured ≥ (Target - 25) and ≤ (Target + 25) mm; reject if outside
OKNCNAHOLD
B9Type of Slump Observed
Classify slump type observed during test (IS 1199 Part 2 Cl. 5.3)
True Slump (normal cone collapse) | Shear Slump (asymmetric failure) | Collapse Slump (concrete spreads completely) | Zero Slump (no settlement)
OKNCNAHOLD
B10Result (Accept / Reject)
Pass or fail based on tolerance and slump type (IS 1199 Part 2, IS 456 Cl. 10.3)
ACCEPT if within ±25 mm tolerance and True Slump; REJECT if Shear/Collapse or out of tolerance
OKNCNAHOLD
C. WORKABILITY ASSESSMENT
C1Design vs Actual Slump
Compare target vs measured slump performance (IS 456 Cl. 10.3)
Within ±25 mm; note if consistently high or low
OKNCNAHOLD
C2Concrete Consistency Assessment
Observe and record consistency (very stiff to flowable) (IS 1199 Part 2 Cl. 5.3)
Stiff | Very Plastic | Plastic | Very Workable | Flowable | Match to design intent
OKNCNAHOLD
C3Segregation Observed
Visual assessment for segregation (coarse agg separation) (IS 456 Cl. 10.3)
None observed = PASS; Mild / Moderate / Severe = FAIL or NC
OKNCNAHOLD
C4Bleeding Observed
Check for water on concrete surface (bleed water) (IS 456 Cl. 10.3)
None / Slight / Moderate / Heavy — note observation
OKNCNAHOLD
C5Water Addition on Site
Confirm NO additional water added to concrete (IS 456 Cl. 10.3 (Explicit requirement))
STRICTLY NOT PERMITTED per IS 456; must be rejected if water added
OKNCNAHOLD
C6Placement Behavior Notes
Record how concrete behaved during placement (QC documentation)
Easy / Moderate difficulty / Difficult to place; notes on self-consolidation
OKNCNAHOLD
Showing 24 of 40 ·
Inspection Sign-Off
ACCEPT
REJECT
CONDITIONAL ACCEPT
Tested By (Name & Sign)
Name / Sign / Date
QA Engineer Approval
Name / Sign / Date