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Register · QC-SRV-REG-001
Survey & Investigation Register
20 checkpoints across 1 sections. Ongoing investigation record; updated as work progresses
20 Checkpoints
1 Sections
Monthly updates; final consolidation at end of investigation
Geotechnical Engineer, Project Manager

Checklist Preview

S.No.CheckpointIS RequirementStatus
A. INVESTIGATION REGISTER MATRIX
A1S.No. / Investigation ID
Acceptance: Sequential numbering; alphanumeric ID; unique per borehole/test pit
Unique identification
A2Type of Investigation (Borehole / Test Pit / CPT / Trial Pit)
Acceptance: Type clearly identified; method documented
Investigation classification
A3Location / GPS Coordinates
Acceptance: Coordinates recorded; referenced on project map; accuracy ±1 m
Geographic identification
A4Ground Level RL (m)
Acceptance: RL measured and referenced to benchmark; documented with accuracy
Elevation reference
A5Investigation Depth (m)
Acceptance: Depth documented; termination reason noted (bedrock, design depth, refusal, other)
Depth reached
A6Groundwater Table Depth (m)
Acceptance: GWT depth from ground level recorded; elevation (RL) noted; date of observation
Water level identification
A7Drilling / Excavation Contractor
Acceptance: Contractor name; equipment used; mobilization date
Contractor responsibility
A8Investigation Start Date
Acceptance: Date recorded; mobilization documented
Schedule tracking
A9Investigation Completion Date
Acceptance: Date of final depth reached; casing pulled or borehole sealed
Schedule tracking
A10Borehole Log Checklist (QC-SRV-CHK-001)
Acceptance: Reference to checklist report number; status approved; signed
Logging approval
A11Samples Collected (Number and Types)
Acceptance: Number of disturbed and undisturbed samples; sample depths listed
Sample documentation
A12SPT N-Values (Average)
Acceptance: Average N-values at key depths; range noted; correlation to soil type
Blow count data
A13Laboratory Tests Performed
Acceptance: List of tests (atterberg limits, sieve, density, shear, etc.); sample count
Testing program
A14CPT Test (if performed)
Acceptance: Reference to QC-SRV-TST-001 report; depth range; results summary
In-situ testing
A15Permeability Test (if performed)
Acceptance: Reference to QC-SRV-TST-002 report; k-value obtained; soil layer tested
Drainage assessment
A16Rock Core UCS Tests (if applicable)
Acceptance: Reference to QC-SRV-TST-003 report; UCS values; rock type classified
Rock strength testing
A17Soil Classification per IS 5529
Acceptance: Soil groups identified; symbols assigned; description documented
Standard classification
A18Bearing Capacity Assessment
Acceptance: SBC estimated from investigation data; design value recommended
Foundation design input
A19Site Geotechnical Summary
Acceptance: Stratum description; foundation recommendations; special issues noted
Key findings
A20Outstanding Issues / Notes
Acceptance: Blank if none; list if any; remediation plan if required
Issue tracking
A. INVESTIGATION REGISTER MATRIX
A1S.No. / Investigation ID
Unique identification (IS 1892)
Sequential numbering; alphanumeric ID; unique per borehole/test pit
A2Type of Investigation (Borehole / Test Pit / CPT / Trial Pit)
Investigation classification (IS 1892)
Type clearly identified; method documented
A3Location / GPS Coordinates
Geographic identification (IS 1892)
Coordinates recorded; referenced on project map; accuracy ±1 m
A4Ground Level RL (m)
Elevation reference (IS 1892)
RL measured and referenced to benchmark; documented with accuracy
A5Investigation Depth (m)
Depth reached (IS 1892)
Depth documented; termination reason noted (bedrock, design depth, refusal, other)
A6Groundwater Table Depth (m)
Water level identification (IS 1892)
GWT depth from ground level recorded; elevation (RL) noted; date of observation
A7Drilling / Excavation Contractor
Contractor responsibility (IS 1892)
Contractor name; equipment used; mobilization date
A8Investigation Start Date
Schedule tracking (IS 1892)
Date recorded; mobilization documented
A9Investigation Completion Date
Schedule tracking (IS 1892)
Date of final depth reached; casing pulled or borehole sealed
A10Borehole Log Checklist (QC-SRV-CHK-001)
Logging approval (IS 1892)
Reference to checklist report number; status approved; signed
A11Samples Collected (Number and Types)
Sample documentation (IS 1892)
Number of disturbed and undisturbed samples; sample depths listed
A12SPT N-Values (Average)
Blow count data (IS 1892)
Average N-values at key depths; range noted; correlation to soil type
A13Laboratory Tests Performed
Testing program (IS 1892)
List of tests (atterberg limits, sieve, density, shear, etc.); sample count
A14CPT Test (if performed)
In-situ testing (IS 1892)
Reference to QC-SRV-TST-001 report; depth range; results summary
A15Permeability Test (if performed)
Drainage assessment (IS 1892)
Reference to QC-SRV-TST-002 report; k-value obtained; soil layer tested
A16Rock Core UCS Tests (if applicable)
Rock strength testing (IS 1892)
Reference to QC-SRV-TST-003 report; UCS values; rock type classified
A17Soil Classification per IS 5529
Standard classification (IS 1892)
Soil groups identified; symbols assigned; description documented
A18Bearing Capacity Assessment
Foundation design input (IS 1892)
SBC estimated from investigation data; design value recommended
A19Site Geotechnical Summary
Key findings (IS 1892)
Stratum description; foundation recommendations; special issues noted
A20Outstanding Issues / Notes
Issue tracking (IS 1892)
Blank if none; list if any; remediation plan if required
Inspection Sign-Off
APPROVED
APPROVED WITH CONDITIONS
REJECTED
Register Summary
Name / Sign / Date
Overall Geotechnical Assessment
Name / Sign / Date
Key Design Parameters
Name / Sign / Date
Outstanding Investigations
Name / Sign / Date
Compiled By
Name / Sign / Date
Reviewed By
Name / Sign / Date