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Test-report · FMT-GEO-002
SPT Test Sheet
10 fields across 3 sections. SPT per IS 2131 — primary in-situ soil test; informs bearing capacity + liquefaction analysis.
10 Fields
3 Sections
Every 1.5m in bore hole
Geotech Engineer, Driller

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S.No.Field / CheckpointReferenceStatus
A. TEST SETUP
A1BH no. + depth (m) + soil type encountered
Acceptance: Cross-referenced
Per bore log
OK
NC
NA
A2Hammer — 63.5 kg + free fall 760mm (per IS 2131)
Acceptance: Per device
Per code
OK
NC
NA
A3Split spoon sampler — 50mm OD, 35mm ID
Acceptance: Per code
Per IS 2131
OK
NC
NA
B. PENETRATION TEST
B1First 150mm penetration — blow count (seating drive)
Acceptance: Logged separately
Disregarded
OK
NC
NA
B2Next 150mm — blow count (N1)
Acceptance: Per IS 2131
Recorded
OK
NC
NA
B3Final 150mm — blow count (N2)
Acceptance: Per code
Recorded
OK
NC
NA
B4N-value = N1 + N2 (for 30cm penetration)
Acceptance: Sum
Per IS 2131
OK
NC
NA
C. REFUSAL + INTERPRETATION
C1Refusal criteria — > 50 blows for any 75mm penetration
Acceptance: Per code
Per IS 2131
OK
NC
NA
C2Soil density / consistency from N-value (loose / medium / dense)
Acceptance: Per classification
IS 1498 + Terzaghi
OK
NC
NA
C3Correction for overburden + dilatancy (for fine soils below water table)
Acceptance: Computed
Per IS 2131 + design
OK
NC
NA
A. TEST SETUP
A1BH no. + depth (m) + soil type encountered
Per bore log
Cross-referenced
OKNCNA
A2Hammer — 63.5 kg + free fall 760mm (per IS 2131)
Per code
Per device
OKNCNA
A3Split spoon sampler — 50mm OD, 35mm ID
Per IS 2131
Per code
OKNCNA
B. PENETRATION TEST
B1First 150mm penetration — blow count (seating drive)
Disregarded
Logged separately
OKNCNA
B2Next 150mm — blow count (N1)
Recorded
Per IS 2131
OKNCNA
B3Final 150mm — blow count (N2)
Recorded
Per code
OKNCNA
B4N-value = N1 + N2 (for 30cm penetration)
Per IS 2131
Sum
OKNCNA
C. REFUSAL + INTERPRETATION
C1Refusal criteria — > 50 blows for any 75mm penetration
Per IS 2131
Per code
OKNCNA
C2Soil density / consistency from N-value (loose / medium / dense)
IS 1498 + Terzaghi
Per classification
OKNCNA
C3Correction for overburden + dilatancy (for fine soils below water table)
Per IS 2131 + design
Computed
OKNCNA
Approval / Sign-Off
APPROVED
HOLD — REVISIONS REQUIRED
REJECTED
Overall Verdict
Name / Sign / Date
Prepared By — Name / Sign
Name / Sign / Date
Reviewed By — Name / Sign
Name / Sign / Date
Approved By — Name / Sign
Name / Sign / Date
Date & Time
Name / Sign / Date
Remarks
Name / Sign / Date