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Plan · QC-BRG-PLN-001
Bridge Works ITP
28 checkpoints across 6 sections. Before construction begins; governs inspection throughout project
28 Checkpoints
6 Sections
One per project; updated if scope changes
QC Manager, Project Manager
IRC 6:2017

Checklist Preview

S.No.CheckpointIS RequirementStatus
A. FOUNDATION INSPECTION AND TEST POINTS
A1Pre-excavation survey and site investigation
Acceptance: Topographic survey; boring logs; geotechnical report reviewed; design verification		Cl. 3.1 — Baseline documentation
A2Excavation depth and bearing capacity check
Acceptance: Depth measured; CBR test / plate load test; approval before concreting		Cl. 3.2 — Foundation level inspection
A3Reinforcement inspection (Foundation)
Acceptance: Spacing checked; cover verified; ties inspected; sign-off before concrete		Cl. 3.3 — Rebar placement and cover
A4Concrete pour and curing supervision
Acceptance: Slump test; cube casting; daily curing observation; 28-day strength test		Cl. 3.4 — Concrete quality
A5Foundation defect checklist (QC-BRG-CHK-001)
Acceptance: Report submitted and approved		Cl. 3.5 — QC sign-off
B. SUBSTRUCTURE (ABUTMENT / PIER) INSPECTION
B1Abutment and pier formwork inspection
Acceptance: Alignment verified; level checked; supports adequate; bracing secure		Cl. 4.1 — Formwork quality
B2Reinforcement placement in substructure
Acceptance: Spacing tolerance; cover verification; dowels positioned; sign-off required		Cl. 4.2 — Rebar positioning
B3Concrete placement and curing for substructure
Acceptance: Placement supervised; vibration monitored; curing maintained; test samples		Cl. 4.3 — Concrete execution
B4Bearing seat preparation and level check
Acceptance: Seat level ±10 mm; surface finish acceptable; protection until bearing		Cl. 4.4 — Bearing surface
B5Substructure defect checklist (QC-BRG-CHK-002)
Acceptance: Report completed and signed		Cl. 4.5 — QC approval
C. BEARING INSTALLATION INSPECTION
C1Bearing type and dimension verification
Acceptance: Type matched to design; dimensions verified; certificates available		Cl. 5.1 — Bearing specification
C2Bearing positioning and centering
Acceptance: Position ±15 mm of design; level; fully seated; no gaps		Cl. 5.2 — Installation accuracy
C3Bearing anchor bolts tightening
Acceptance: Torqued to specification; lock washers; no vibration; re-torqued after deck		Cl. 5.3 — Fastener security
C4Expansion joint preparation and sealing
Acceptance: Joint gap correct; sealing complete; watertight; thermal test		Cl. 5.4 — Joint installation
C5Bearing & Joint defect checklist (QC-BRG-CHK-004)
Acceptance: Report completed and approved		Cl. 5.5 — QC approval
Showing 15 of 28 checkpoints ·
A. FOUNDATION INSPECTION AND TEST POINTS
A1Pre-excavation survey and site investigation
Cl. 3.1 — Baseline documentation (IRC 6)
✓ Topographic survey; boring logs; geotechnical report reviewed; design verification
A2Excavation depth and bearing capacity check
Cl. 3.2 — Foundation level inspection (IRC 6)
✓ Depth measured; CBR test / plate load test; approval before concreting
A3Reinforcement inspection (Foundation)
Cl. 3.3 — Rebar placement and cover (IS 456)
✓ Spacing checked; cover verified; ties inspected; sign-off before concrete
A4Concrete pour and curing supervision
Cl. 3.4 — Concrete quality (IS 456)
✓ Slump test; cube casting; daily curing observation; 28-day strength test
A5Foundation defect checklist (QC-BRG-CHK-001)
Cl. 3.5 — QC sign-off (IRC 6)
✓ Report submitted and approved
B. SUBSTRUCTURE (ABUTMENT / PIER) INSPECTION
B1Abutment and pier formwork inspection
Cl. 4.1 — Formwork quality (IS 456)
✓ Alignment verified; level checked; supports adequate; bracing secure
B2Reinforcement placement in substructure
Cl. 4.2 — Rebar positioning (IS 456)
✓ Spacing tolerance; cover verification; dowels positioned; sign-off required
B3Concrete placement and curing for substructure
Cl. 4.3 — Concrete execution (IS 456)
✓ Placement supervised; vibration monitored; curing maintained; test samples
B4Bearing seat preparation and level check
Cl. 4.4 — Bearing surface (IRC 6)
✓ Seat level ±10 mm; surface finish acceptable; protection until bearing
B5Substructure defect checklist (QC-BRG-CHK-002)
Cl. 4.5 — QC approval (IRC 6)
✓ Report completed and signed
C. BEARING INSTALLATION INSPECTION
C1Bearing type and dimension verification
Cl. 5.1 — Bearing specification (IRC 6)
✓ Type matched to design; dimensions verified; certificates available
C2Bearing positioning and centering
Cl. 5.2 — Installation accuracy (IRC 6)
✓ Position ±15 mm of design; level; fully seated; no gaps
C3Bearing anchor bolts tightening
Cl. 5.3 — Fastener security (IRC 6)
✓ Torqued to specification; lock washers; no vibration; re-torqued after deck
C4Expansion joint preparation and sealing
Cl. 5.4 — Joint installation (IRC 6)
✓ Joint gap correct; sealing complete; watertight; thermal test
C5Bearing & Joint defect checklist (QC-BRG-CHK-004)
Cl. 5.5 — QC approval (IRC 6)
✓ Report completed and approved
Showing 15 of 28 ·
Inspection Sign-Off
APPROVED
APPROVED WITH CONDITIONS
REJECTED
ITP Summary
Name / Sign / Date
Inspection Schedule
Name / Sign / Date
Testing Schedule
Name / Sign / Date
Approval Authority
Name / Sign / Date
Prepared By
Name / Sign / Date
Reviewed By
Name / Sign / Date

Related Templates — Bridges