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Daily Field Report
Density Test Report
Concrete Test Report
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Density Test Report
Density test report
Date
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Arrival Date
Arrival Time
Departure Date
Departure Time
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Enter Test Data
1
Select Test
One point Proctor
Nuclear method
Drive Cylinder Density Test
Sand Cone Density Test
One point Proctor
Test Date
Test No.
Location
Approx Depth/Elev.
Visual Description
Mold Volume Factor
Wt of Sample+Mold(lb)
Wt. of Mold (lb)
Wet Weight of Sample (lb)
Wet Unit Wt. (pcf)
Moisture Calculations
MOISTURE CONTENT METHOD
D 2216
D 4643
D 4944
D 4959
Wet wt. of sample (gm)
Dry wt. of sample (gm)
Moisture %
Dry Unit Wt. (pcf)
Proctor Data Used
Proctor Curve Number
Max Dry Density (pcf)
Opt. Moisture (%)
Specified Compaction (%)
Remark
Nuclear Density Test
Test Date
Test No.
Location
Approx Depth/Elev.
Visual Description
Gauge Serial No.
Wet Unit Wt. (pcf)
% Moisture
Dry Unit Wt. (pcf)
Proctor Data Used
Proctor Curve Number
Max Dry Density (pcf)
Opt. Moisture (%)
Specified Compaction (%)
% Compaction
Remark
Drive Cylinder Density Test
Test Date
Test No.
Location
Approx Depth/Elev.
Visual Description
Drive Cylinder Nominal Diameter (in.)
Drive Cylinder Height (in.)
Cylinder Volume (ft³)
Weight of Cylinder (lb)
Wt. of Soil & Cylinder (lb)
Wet Unit Wt. (pcf)
Moisture Calculations
MOISTURE CONTENT METHOD
D 2216
D 4643
D 4944
D 4959
Wet wt. of sample (gm)
Dry wt. of sample (gm)
Moisture %
Dry Unit Wt. (pcf)
Proctor Data Used
Proctor Curve Number
Max Dry Density (pcf)
Opt. Moisture (%)
Specified Compaction (%)
% Compaction
Remark
Sand Cone Density Test
Test Date
Test No.
Location
Approx Depth/Elev.
Visual Description
Sand Cone ID
Cone/Plate Correction (ft³)
Initial Sand Wt. (lb)
Retained Sand (lb)
Unit Wt. of Sand (pcf)
Hole Volume (ft³)
Weight of Container (lb)
Wt. of Soil & Container (lb)
Wet unit Wt. (pcf)
Moisture Calculations
MOISTURE CONTENT METHOD
D 2216
D 4643
D 4944
D 4959
Wet Wt. of Sample (gm)
Dry Wt. of Sample (gm)
Moisture %
Dry Unit wt. (pcf)
Proctor Data Used
Proctor Curve Number
Max Dry Density (pcf)
Opt. Moisture (%)
Specified Compaction (%)
% Compaction
Remark
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