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Test-report · QC-AGG-TST-001
Aggregate Sieve Analysis Report
17 checkpoints across 5 sections. At aggregate receipt and at least once per month during construction
17 Checkpoints
5 Sections
Per aggregate delivery; monthly verification
Testing Laboratory, QC Engineer

Checklist Preview

S.No.CheckpointIS RequirementStatus
A. SAMPLE PREPARATION AND WEIGHING
A1Sample prepared per IS 2386: representative aggregate dried in oven at 105-110°C
Acceptance: Oven temperature 105-110°C; dried to constant mass; cooled in desiccator before weighing
Cl. 3.1 — Sample preparation
OK
NC
NA
HOLD
A2Sample mass recorded: 500g minimum for fine aggregate; 2000g for coarse aggregate
Acceptance: Fine agg: 500-1000g; Coarse agg: 2000-5000g; mass recorded to 0.1g precision
Cl. 3.1 — Sample size
OK
NC
NA
HOLD
A3Initial mass of sample recorded and documented
Acceptance: Total sample mass documented; used as baseline for sieve retention calculation
Cl. 3.2 — Initial weighing
OK
NC
NA
HOLD
B. SIEVE SET PREPARATION AND SHAKING
B1Standard IS sieves used per specification: appropriate for aggregate type and size
Acceptance: Fine agg sieves: 4.75, 2.36, 1.18, 600, 300, 150 microns + pan; Coarse: 20, 10, 4.75 mm + pan
Cl. 3.3 — Sieve specification
OK
NC
NA
HOLD
B2Sieves calibrated and clean; no holes or damaged mesh
Acceptance: Sieves certified calibrated; mesh intact; no tears or blockages; cleaned before use
Cl. 3.3 — Sieve condition
OK
NC
NA
HOLD
B3Sample distributed on top sieve and shaken using mechanical sieve shaker
Acceptance: Shaker operated per standard; duration until no more than 1% passes on 2 consecutive minutes
Cl. 3.4 — Shaking procedure
OK
NC
NA
HOLD
B4Material retained on each sieve collected and weighed to 0.1g precision
Acceptance: Each sieve fraction weighed separately; mass recorded for each size; sum reconciles to total
Cl. 3.5 — Mass determination
OK
NC
NA
HOLD
C. GRADING ANALYSIS AND CALCULATIONS
C1Percentage retained on each sieve calculated: (Mass on sieve / Total sample mass) × 100
Acceptance: Retention % calculated accurately; decimals to 0.1%; sum of all fractions ≈ 100%
Cl. 4.1 — Percentage calculation
OK
NC
NA
HOLD
C2Cumulative percentage retained calculated from top sieve downward
Acceptance: Running total calculated; cumulative % increases from coarser to finer sieves
Cl. 4.1 — Cumulative retention
OK
NC
NA
HOLD
C3Percentage passing each sieve calculated: 100% - Cumulative % Retained
Acceptance: Passing % calculated for each sieve; decreases from coarser to finer sizes
Cl. 4.1 — Passing percentage
OK
NC
NA
HOLD
C4Fineness Modulus (FM) calculated for fine aggregate: (Sum of % retained on sieves) / 100
Acceptance: FM calculated; typical range 2.8-3.2 for natural sand; documented with precision to 2 decimals
Cl. 4.2 — FM determination
OK
NC
NA
HOLD
Showing 11 of 17 checkpoints ·
A. SAMPLE PREPARATION AND WEIGHING
A1Sample prepared per IS 2386: representative aggregate dried in oven at 105-110°C
Cl. 3.1 — Sample preparation (IS 2386)
Oven temperature 105-110°C; dried to constant mass; cooled in desiccator before weighing
OKNCNAHOLD
A2Sample mass recorded: 500g minimum for fine aggregate; 2000g for coarse aggregate
Cl. 3.1 — Sample size (IS 2386)
Fine agg: 500-1000g; Coarse agg: 2000-5000g; mass recorded to 0.1g precision
OKNCNAHOLD
A3Initial mass of sample recorded and documented
Cl. 3.2 — Initial weighing (IS 2386)
Total sample mass documented; used as baseline for sieve retention calculation
OKNCNAHOLD
B. SIEVE SET PREPARATION AND SHAKING
B1Standard IS sieves used per specification: appropriate for aggregate type and size
Cl. 3.3 — Sieve specification (IS 2386)
Fine agg sieves: 4.75, 2.36, 1.18, 600, 300, 150 microns + pan; Coarse: 20, 10, 4.75 mm + pan
OKNCNAHOLD
B2Sieves calibrated and clean; no holes or damaged mesh
Cl. 3.3 — Sieve condition (IS 2386)
Sieves certified calibrated; mesh intact; no tears or blockages; cleaned before use
OKNCNAHOLD
B3Sample distributed on top sieve and shaken using mechanical sieve shaker
Cl. 3.4 — Shaking procedure (IS 2386)
Shaker operated per standard; duration until no more than 1% passes on 2 consecutive minutes
OKNCNAHOLD
B4Material retained on each sieve collected and weighed to 0.1g precision
Cl. 3.5 — Mass determination (IS 2386)
Each sieve fraction weighed separately; mass recorded for each size; sum reconciles to total
OKNCNAHOLD
C. GRADING ANALYSIS AND CALCULATIONS
C1Percentage retained on each sieve calculated: (Mass on sieve / Total sample mass) × 100
Cl. 4.1 — Percentage calculation (IS 2386)
Retention % calculated accurately; decimals to 0.1%; sum of all fractions ≈ 100%
OKNCNAHOLD
C2Cumulative percentage retained calculated from top sieve downward
Cl. 4.1 — Cumulative retention (IS 2386)
Running total calculated; cumulative % increases from coarser to finer sieves
OKNCNAHOLD
C3Percentage passing each sieve calculated: 100% - Cumulative % Retained
Cl. 4.1 — Passing percentage (IS 2386)
Passing % calculated for each sieve; decreases from coarser to finer sizes
OKNCNAHOLD
C4Fineness Modulus (FM) calculated for fine aggregate: (Sum of % retained on sieves) / 100
Cl. 4.2 — FM determination (IS 2386)
FM calculated; typical range 2.8-3.2 for natural sand; documented with precision to 2 decimals
OKNCNAHOLD
Showing 11 of 17 ·
Inspection Sign-Off
APPROVED
APPROVED WITH CONDITIONS
REJECTED — OUT OF GRADING ZONE
Analysis Summary
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