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Test-report · QC-SRV-TST-003
Rock Core UCS Test Report
20 checkpoints across 6 sections. Rock core analysis; foundation design for rock sites
20 Checkpoints
6 Sections
Multiple tests per borehole from rock zones
Geotechnical Engineer, Rock Engineer

Checklist Preview

S.No.CheckpointIS RequirementStatus
A. SAMPLE PREPARATION AND CONDITION
A1Core sample quality and recovery
Acceptance: Recovery ≥ 75%; no damage during extraction; end faces parallel and perpendicular
Cl. 3.1 — Sample integrity
A2Sample dimension verification
Acceptance: Diameter and height measured; H/D ratio 2.0–2.5; perpendicularity ≤ 1°; smoothness ≤ 0.5 mm
Cl. 3.2 — Sample geometry
A3Moisture condition of sample
Acceptance: Tested as received; or saturated if required; moisture content measured; noted as 'dry' or 'saturated'
Cl. 3.3 — Sample saturation state
A4Sample visual inspection
Acceptance: Fractures, planes of weakness noted; RQD assessed; quality classification documented
Cl. 3.4 — Defect identification
B. UCS TEST SETUP AND CALIBRATION
B1Compression testing machine calibration
Acceptance: Machine calibrated within 12 months; certificate available; load cell accuracy ±2%; dial gauge verified
Cl. 4.1 — Equipment accuracy
B2Machine load rate setting
Acceptance: Load rate = 0.5–1.0 MPa/sec as per standard; applied continuously; no acceleration or deceleration
Cl. 4.2 — Test procedure
B3Sample positioning and centering
Acceptance: Sample centered on loading plate; platen surfaces smooth; contact uniform; no eccentric loading
Cl. 4.3 — Load alignment
B4Deformation measurement setup
Acceptance: Deformation measured by dial gauge or LVDT; accuracy ±0.01 mm; zero reading verified
Cl. 4.4 — Strain measurement
C. UCS TEST EXECUTION
C1Initial load application
Acceptance: Light seating load applied; zero deformation gauge; deformation reading started
Cl. 5.1 — Seating load
C2Progressive load application and recording
Acceptance: Load recorded at regular intervals; deformation noted; data logged continuously or at 25% intervals
Cl. 5.2 — Load-deformation curve
C3Failure observation and peak load
Acceptance: Peak load identified; failure mode observed; fracture pattern documented; post-failure behavior recorded
Cl. 5.3 — Failure point
C4Sample behavior and failure mode
Acceptance: Brittle/ductile noted; single plane/multiple fractures; vertical/shear/cone failure documented
Cl. 5.4 — Fracture documentation
Showing 12 of 20 checkpoints ·
A. SAMPLE PREPARATION AND CONDITION
A1Core sample quality and recovery
Cl. 3.1 — Sample integrity (IS 1892)
Recovery ≥ 75%; no damage during extraction; end faces parallel and perpendicular
A2Sample dimension verification
Cl. 3.2 — Sample geometry (IS 2720)
Diameter and height measured; H/D ratio 2.0–2.5; perpendicularity ≤ 1°; smoothness ≤ 0.5 mm
A3Moisture condition of sample
Cl. 3.3 — Sample saturation state (IS 2720)
Tested as received; or saturated if required; moisture content measured; noted as 'dry' or 'saturated'
A4Sample visual inspection
Cl. 3.4 — Defect identification (IS 1892)
Fractures, planes of weakness noted; RQD assessed; quality classification documented
B. UCS TEST SETUP AND CALIBRATION
B1Compression testing machine calibration
Cl. 4.1 — Equipment accuracy (IS 2720)
Machine calibrated within 12 months; certificate available; load cell accuracy ±2%; dial gauge verified
B2Machine load rate setting
Cl. 4.2 — Test procedure (IS 2720)
Load rate = 0.5–1.0 MPa/sec as per standard; applied continuously; no acceleration or deceleration
B3Sample positioning and centering
Cl. 4.3 — Load alignment (IS 2720)
Sample centered on loading plate; platen surfaces smooth; contact uniform; no eccentric loading
B4Deformation measurement setup
Cl. 4.4 — Strain measurement (IS 2720)
Deformation measured by dial gauge or LVDT; accuracy ±0.01 mm; zero reading verified
C. UCS TEST EXECUTION
C1Initial load application
Cl. 5.1 — Seating load (IS 2720)
Light seating load applied; zero deformation gauge; deformation reading started
C2Progressive load application and recording
Cl. 5.2 — Load-deformation curve (IS 2720)
Load recorded at regular intervals; deformation noted; data logged continuously or at 25% intervals
C3Failure observation and peak load
Cl. 5.3 — Failure point (IS 2720)
Peak load identified; failure mode observed; fracture pattern documented; post-failure behavior recorded
C4Sample behavior and failure mode
Cl. 5.4 — Fracture documentation (IS 1892)
Brittle/ductile noted; single plane/multiple fractures; vertical/shear/cone failure documented
Showing 12 of 20 ·
Inspection Sign-Off
APPROVED
APPROVED WITH CONDITIONS
REJECTED
UCS Test Summary
Name / Sign / Date
Mean UCS Value (MPa)
Name / Sign / Date
Standard Deviation (MPa)
Name / Sign / Date
Rock Classification
Name / Sign / Date
Failure Mode Description
Name / Sign / Date
Recommendations
Name / Sign / Date
Tested By
Name / Sign / Date
Reviewed By
Name / Sign / Date