QA/QC  › Testing Lab  › Field Density Test
Test-report · QC-TLB-TST-002
Field Density Test Record (Sand Replacement / Core Cutter)
19 checkpoints across 7 sections. After each compacted layer (subgrade / GSB / WMM / backfill); min. 3 tests per 1000 sqm / per km
19 Checkpoints
7 Sections
Per layer / per 1000 sqm or per km
Site QC Engineer, Lab Technician

Checklist Preview

S.No.CheckpointIS RequirementStatus
A. APPARATUS AND CALIBRATION
A1Sand pouring cylinder or core cutter apparatus per IS 2720 Part 28/29
Acceptance: SR: 165 mm dia cylinder + calibrating tray; CC: 100 mm dia × 127 mm long cutter, dolly, rammer
Cl. 3 — Apparatus
OK
NC
NA
HOLD
A2Sand replacement method — bulk density of sand determined prior to test
Acceptance: Calibrated standard sand (passing 1 mm, retained 600 µ); density check every 3 months
Cl. 4 — Sand calibration
OK
NC
NA
HOLD
A3Mass of sand to fill cone (below valve) determined — used in deduction
Acceptance: Cone mass of sand (W2) recorded from calibration tray
Cl. 4 — Cone correction
OK
NC
NA
HOLD
A4Balance used for mass measurements — accuracy ±1 g; verified current day
Acceptance: Balance certificate on file; daily zero check done and recorded
Cl. 3 — Balance
OK
NC
NA
HOLD
B. TEST PROCEDURE — SITE EXCAVATION AND SAMPLING
B1Test location prepared: surface levelled and cleaned; tray seated firmly
Acceptance: Surface plane; no loose material; tray centred at test point
Cl. 5 — Prep
OK
NC
NA
HOLD
B2Hole excavated through tray opening (SR method) or core cutter driven into soil (CC method)
Acceptance: SR: hole 100 mm deep min; CC: driven by rammer with dolly; full cutter in soil
Cl. 5 — Excavation
OK
NC
NA
HOLD
B3All excavated soil collected, weighed (W) — no loss of material
Acceptance: Excavated mass recorded to ±1 g; no spillage; moisture sample immediately sealed
Cl. 5 — Soil mass
OK
NC
NA
HOLD
C. VOLUME DETERMINATION
C1SR: hole filled with calibrated sand from cylinder; mass of sand in hole (W3) measured
Acceptance: Sand flows freely into hole; cylinder valve closed after fill; W3 = total – cone mass
Cl. 5 — Volume (SR)
OK
NC
NA
HOLD
C2SR: volume of hole V = W3 / bulk density of sand
Acceptance: Volume computed; consistent with approximate depth and area
Cl. 6 — Calculation
OK
NC
NA
HOLD
C3CC: volume is the internal volume of cutter (typically ~1000 cm³) — verified annually
Acceptance: Internal volume from cutter calibration record; trimmed flush with both ends
Cl. 5 — Volume (CC)
OK
NC
NA
HOLD
Showing 10 of 19 checkpoints ·
A. APPARATUS AND CALIBRATION
A1Sand pouring cylinder or core cutter apparatus per IS 2720 Part 28/29
Cl. 3 — Apparatus (IS 2720)
SR: 165 mm dia cylinder + calibrating tray; CC: 100 mm dia × 127 mm long cutter, dolly, rammer
OKNCNAHOLD
A2Sand replacement method — bulk density of sand determined prior to test
Cl. 4 — Sand calibration (IS 2720)
Calibrated standard sand (passing 1 mm, retained 600 µ); density check every 3 months
OKNCNAHOLD
A3Mass of sand to fill cone (below valve) determined — used in deduction
Cl. 4 — Cone correction (IS 2720)
Cone mass of sand (W2) recorded from calibration tray
OKNCNAHOLD
A4Balance used for mass measurements — accuracy ±1 g; verified current day
Cl. 3 — Balance (IS 2720)
Balance certificate on file; daily zero check done and recorded
OKNCNAHOLD
B. TEST PROCEDURE — SITE EXCAVATION AND SAMPLING
B1Test location prepared: surface levelled and cleaned; tray seated firmly
Cl. 5 — Prep (IS 2720)
Surface plane; no loose material; tray centred at test point
OKNCNAHOLD
B2Hole excavated through tray opening (SR method) or core cutter driven into soil (CC method)
Cl. 5 — Excavation (IS 2720)
SR: hole 100 mm deep min; CC: driven by rammer with dolly; full cutter in soil
OKNCNAHOLD
B3All excavated soil collected, weighed (W) — no loss of material
Cl. 5 — Soil mass (IS 2720)
Excavated mass recorded to ±1 g; no spillage; moisture sample immediately sealed
OKNCNAHOLD
C. VOLUME DETERMINATION
C1SR: hole filled with calibrated sand from cylinder; mass of sand in hole (W3) measured
Cl. 5 — Volume (SR) (IS 2720)
Sand flows freely into hole; cylinder valve closed after fill; W3 = total – cone mass
OKNCNAHOLD
C2SR: volume of hole V = W3 / bulk density of sand
Cl. 6 — Calculation (IS 2720)
Volume computed; consistent with approximate depth and area
OKNCNAHOLD
C3CC: volume is the internal volume of cutter (typically ~1000 cm³) — verified annually
Cl. 5 — Volume (CC) (IS 2720)
Internal volume from cutter calibration record; trimmed flush with both ends
OKNCNAHOLD
Showing 10 of 19 ·
Inspection Sign-Off
APPROVED
APPROVED WITH CONDITIONS
REJECTED — NCR RAISED
Remarks
Name / Sign / Date
Tested By
Name / Sign / Date
Reviewed / Approved By
Name / Sign / Date