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Plan · QC-SRV-PLN-001
Surveying & Geotechnical ITP
19 checkpoints across 6 sections. Before investigation starts; governs entire investigation execution
19 Checkpoints
6 Sections
One per project; updated if scope changes
Geotechnical Engineer, Consultant

Checklist Preview

S.No.CheckpointIS RequirementStatus
A. SURVEY CONTROL ESTABLISHMENT
A1Primary and secondary benchmark establishment
Acceptance: Benchmarks set; GPS coordinates recorded; leveled to ±50 mm accuracy; documented with sketches
Cl. 3.1 — Vertical and horizontal control
A2Survey control checklist (QC-SRV-CHK-002)
Acceptance: Checklist completed and approved before borehole work starts
Cl. 3.2 — Control verification
A3Setting out and mark placement (QC-SRV-CHK-003)
Acceptance: All borehole locations set out to ±1 m accuracy; temporary BMs established
Cl. 3.3 — Borehole location marking
B. BOREHOLE EXCAVATION AND LOGGING INSPECTION
B1Drilling progress and depth monitoring
Acceptance: Daily progress tracked; boring logs updated; depth and water level recorded
Cl. 4.1 — Borehole execution
B2Borehole logging checklist (QC-SRV-CHK-001)
Acceptance: Log completed per checklist; signed by geotechnical engineer; approved before closure
Cl. 4.2 — QC sign-off
B3Sample collection and labeling
Acceptance: Samples collected at design intervals; clearly labeled; sealed; chain of custody maintained
Cl. 4.3 — Sample integrity
B4SPT execution and N-value recording
Acceptance: SPT at 1.5 m intervals; blow counts recorded; sampling done; equipment checked
Cl. 4.4 — Standard Penetration Test
C. IN-SITU TESTING AND MEASUREMENTS
C1CPT execution (QC-SRV-TST-001)
Acceptance: CPT conducted at selected boreholes; qc and fs measured; data recorded; report signed
Cl. 5.1 — Cone Penetration Test
C2Permeability testing (QC-SRV-TST-002)
Acceptance: Test at selected depths; k-values determined; drainage design input obtained
Cl. 5.2 — Field permeability
C3Groundwater table observation
Acceptance: GWT depth recorded; monitored during and after boring; seasonal variation noted if multi-phase
Cl. 5.3 — Water level tracking
Showing 10 of 19 checkpoints ·
A. SURVEY CONTROL ESTABLISHMENT
A1Primary and secondary benchmark establishment
Cl. 3.1 — Vertical and horizontal control (IS 1892)
Benchmarks set; GPS coordinates recorded; leveled to ±50 mm accuracy; documented with sketches
A2Survey control checklist (QC-SRV-CHK-002)
Cl. 3.2 — Control verification (IS 1892)
Checklist completed and approved before borehole work starts
A3Setting out and mark placement (QC-SRV-CHK-003)
Cl. 3.3 — Borehole location marking (IS 1892)
All borehole locations set out to ±1 m accuracy; temporary BMs established
B. BOREHOLE EXCAVATION AND LOGGING INSPECTION
B1Drilling progress and depth monitoring
Cl. 4.1 — Borehole execution (IS 1892)
Daily progress tracked; boring logs updated; depth and water level recorded
B2Borehole logging checklist (QC-SRV-CHK-001)
Cl. 4.2 — QC sign-off (IS 1892)
Log completed per checklist; signed by geotechnical engineer; approved before closure
B3Sample collection and labeling
Cl. 4.3 — Sample integrity (IS 1892)
Samples collected at design intervals; clearly labeled; sealed; chain of custody maintained
B4SPT execution and N-value recording
Cl. 4.4 — Standard Penetration Test (IS 1892)
SPT at 1.5 m intervals; blow counts recorded; sampling done; equipment checked
C. IN-SITU TESTING AND MEASUREMENTS
C1CPT execution (QC-SRV-TST-001)
Cl. 5.1 — Cone Penetration Test (IS 1892)
CPT conducted at selected boreholes; qc and fs measured; data recorded; report signed
C2Permeability testing (QC-SRV-TST-002)
Cl. 5.2 — Field permeability (IS 1892)
Test at selected depths; k-values determined; drainage design input obtained
C3Groundwater table observation
Cl. 5.3 — Water level tracking (IS 1892)
GWT depth recorded; monitored during and after boring; seasonal variation noted if multi-phase
Showing 10 of 19 ·
Inspection Sign-Off
APPROVED
APPROVED WITH CONDITIONS
REJECTED
ITP Summary
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Investigation Locations and Schedule
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Testing Program Overview
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Quality Assurance Approach
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Prepared By
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Reviewed By
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