QA/QC  › Material Test Certificates (MTC)  › Chemical Admixture Material
Test-report · QC-MTC-TST-004
Chemical Admixture Material Test Certificate (MTC) Receipt Verification
20 checkpoints across 7 sections. At every admixture consignment receipt before release for concrete production
20 Checkpoints
7 Sections
Per consignment / per batch
QC Engineer, Batching Plant Operator

Checklist Preview

S.No.CheckpointIS RequirementStatus
A. MTC IDENTIFICATION AND AUTHENTICITY
A1Verify MTC on manufacturer letterhead with unique number and authorized signatory
Acceptance: Letterhead, cert no., date, signatory, seal all present; MTC matches consignment
Cl. 9 — Certification
OK
NC
NA
HOLD
A2Verify batch number on MTC matches container labels and delivery challan
Acceptance: Batch/lot ID consistent across MTC, container label, gate pass, challan
Cl. 9 — Traceability
OK
NC
NA
HOLD
A3Verify admixture type declared on MTC matches IS 9103 Cl. 4 classification
Acceptance: Type A to G identified; matches intended site use (e.g., Type F/G for high-grade concrete)
Cl. 4 — Classification
OK
NC
NA
HOLD
B. CHEMICAL / COMPOSITION VERIFICATION
B1Verify chloride content reported on MTC
Acceptance: Cl⁻ ≤ 0.2% by mass of admixture (for RCC); prestressed concrete needs ≤ 0.02% typical
Table 1 — Chemical limits
OK
NC
NA
HOLD
B2Verify dry residue (% solids content) and relative density on MTC
Acceptance: Dry residue within ±5% of manufacturer's declared value; relative density within tolerance
Cl. 7 — Uniformity
OK
NC
NA
HOLD
B3Verify pH value and ash content reported on MTC
Acceptance: pH within ±1 of declared value; ash content within ±1% of declared
Table 1 — Physical
OK
NC
NA
HOLD
C. PERFORMANCE PROPERTIES (FRESH & HARDENED)
C1Verify water reduction (%) reported on MTC for plasticizer / superplasticizer types
Acceptance: Type C: water reduction ≥ 5%; Type F (SP): ≥ 12%; reported value meets requirement
Table 2 — Performance
OK
NC
NA
HOLD
C2Verify time of setting (initial/final) deviations per IS 9103 Table 2
Acceptance: Accelerator: initial set reduced ≥ 1 hr; Retarder: delayed by 1-3.5 hr; within limits
Table 2 — Setting
OK
NC
NA
HOLD
C3Verify compressive strength of test concrete at 7 & 28 days (relative to control)
Acceptance: Type C/F: 28-day strength ≥ 110% of control; other types per IS 9103 Table 2
Table 2 — Strength
OK
NC
NA
HOLD
C4Verify bleeding test result (fresh concrete) on MTC per IS 1199
Acceptance: Bleeding water ≤ 110% of control batch; no excessive segregation
IS 1199 — Bleeding
OK
NC
NA
HOLD
C5Verify slump / flow (workability) improvement reported on MTC
Acceptance: Slump increase or flow improvement as declared; demonstrated on trial mix
IS 1199 — Slump
OK
NC
NA
HOLD
Showing 11 of 20 checkpoints ·
A. MTC IDENTIFICATION AND AUTHENTICITY
A1Verify MTC on manufacturer letterhead with unique number and authorized signatory
Cl. 9 — Certification (IS 9103)
Letterhead, cert no., date, signatory, seal all present; MTC matches consignment
OKNCNAHOLD
A2Verify batch number on MTC matches container labels and delivery challan
Cl. 9 — Traceability (IS 9103)
Batch/lot ID consistent across MTC, container label, gate pass, challan
OKNCNAHOLD
A3Verify admixture type declared on MTC matches IS 9103 Cl. 4 classification
Cl. 4 — Classification (IS 9103)
Type A to G identified; matches intended site use (e.g., Type F/G for high-grade concrete)
OKNCNAHOLD
B. CHEMICAL / COMPOSITION VERIFICATION
B1Verify chloride content reported on MTC
Table 1 — Chemical limits (IS 9103)
Cl⁻ ≤ 0.2% by mass of admixture (for RCC); prestressed concrete needs ≤ 0.02% typical
OKNCNAHOLD
B2Verify dry residue (% solids content) and relative density on MTC
Cl. 7 — Uniformity (IS 9103)
Dry residue within ±5% of manufacturer's declared value; relative density within tolerance
OKNCNAHOLD
B3Verify pH value and ash content reported on MTC
Table 1 — Physical (IS 9103)
pH within ±1 of declared value; ash content within ±1% of declared
OKNCNAHOLD
C. PERFORMANCE PROPERTIES (FRESH & HARDENED)
C1Verify water reduction (%) reported on MTC for plasticizer / superplasticizer types
Table 2 — Performance (IS 9103)
Type C: water reduction ≥ 5%; Type F (SP): ≥ 12%; reported value meets requirement
OKNCNAHOLD
C2Verify time of setting (initial/final) deviations per IS 9103 Table 2
Table 2 — Setting (IS 9103)
Accelerator: initial set reduced ≥ 1 hr; Retarder: delayed by 1-3.5 hr; within limits
OKNCNAHOLD
C3Verify compressive strength of test concrete at 7 & 28 days (relative to control)
Table 2 — Strength (IS 9103)
Type C/F: 28-day strength ≥ 110% of control; other types per IS 9103 Table 2
OKNCNAHOLD
C4Verify bleeding test result (fresh concrete) on MTC per IS 1199
IS 1199 — Bleeding (IS 1199)
Bleeding water ≤ 110% of control batch; no excessive segregation
OKNCNAHOLD
C5Verify slump / flow (workability) improvement reported on MTC
IS 1199 — Slump (IS 1199)
Slump increase or flow improvement as declared; demonstrated on trial mix
OKNCNAHOLD
Showing 11 of 20 ·
Inspection Sign-Off
APPROVED
APPROVED WITH CONDITIONS
REJECTED — NCR RAISED
Remarks
Name / Sign / Date
Tested By
Name / Sign / Date
Reviewed / Approved By
Name / Sign / Date