Form 412-TF2 "Density Test of Soils Report - Sand Cone Method" - Rhode Island

What Is Form 412-TF2?

This is a legal form that was released by the Rhode Island Department of Transportation - a government authority operating within Rhode Island. As of today, no separate filing guidelines for the form are provided by the issuing department.

Form Details:

  • Released on April 25, 2019;
  • The latest edition provided by the Rhode Island Department of Transportation;
  • Easy to use and ready to print;
  • Quick to customize;
  • Compatible with most PDF-viewing applications;
  • Fill out the form in our online filing application.

Download a fillable version of Form 412-TF2 by clicking the link below or browse more documents and templates provided by the Rhode Island Department of Transportation.

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Download Form 412-TF2 "Density Test of Soils Report - Sand Cone Method" - Rhode Island

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RHODE ISLAND DEPARTMENT OF TRANSPORTATION
Office
MATERIALS MANAGEMENT
Resident:
DENSITY TEST OF SOILS REPORT - SAND CONE METHOD
________________
Item No:
Date:
RI Contract No:
PTSID:
F.A.P. No:
Project:
Location:
Acceptance
Independent
Info Only
Soil Description:
Lab No:
Theoretical Max Dry Density (lbf/ft3):
Opt. Moisture (%):
A
Corrected for oversize, AMDD from Proctor Test T-180
From Proctor Test T-180
Test Section (Lot) Details / Notes:
Station:
Offset:
Approx. Lift Thickness:
Elevation:
Density
Gauge No:
Daily Std:
Moisture:
Density reading from
Moisture reading from
Nuclear Gauge (lbs/ft
3
) :
Nuclear Gauge (%):
Tare Weight of Pan
lbs (0.01)
B
1
C
Weight of Pan
plus Excavated Soil Wet:
lbs (0.01)
1
Wet Weight of Excavated Soil:
D
lbs (0.01)
[ C - B ]
Moisture Content Determination
lbs (0.01)
E
Tare Weight of Pan
2
lbs (0.01)
F
Weight of Pan
plus Moisture Specimen Wet:
2
G
Weight of Pan
plus Moisture Specimen Dry:
lbs (0.01)
2
Dry Weight of Moisture Specimen:
H
lbs (0.01)
[ G - E ]
Weight of Moisture:
J
lbs (0.01)
[ F - G ]
Calculated Field Moisture Content:
K
X 100 =
% (0.1)
[J ÷ H ]
Express as decimal
Calculate Dry Density
L
Initial Weight of Sand Cone Apparatus:
lbs (0.01)
M
Final Weight of Sand Cone Apparatus:
lbs (0.01)
N
Cone Correction:
lbs (0.01)
Weight of Sand in Hole:
P
lbs (0.01)
[ L – M - N ]
3
Q
Bulk Density of Sand:
lbs/ft
(0.0001)
Volume of Hole:
3
R
ft
(0.0001)
[ P ÷ Q ]
Calculated Field Dry Density:
3
S
lbs/ft
(0.1)
D ÷ (K+1) ÷ R
% Theoretical Max Dry Density:
% (0.1)
[( P ÷ A ) x 100]
Specification:
%
Meets Spec
Does Not Meet Spec
Info Only
Remarks:
_____________________________________
____________________________________
ID# TF2 – 412
REV. 4/25/19
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
Office
MATERIALS MANAGEMENT
Resident:
DENSITY TEST OF SOILS REPORT - SAND CONE METHOD
________________
Item No:
Date:
RI Contract No:
PTSID:
F.A.P. No:
Project:
Location:
Acceptance
Independent
Info Only
Soil Description:
Lab No:
Theoretical Max Dry Density (lbf/ft3):
Opt. Moisture (%):
A
Corrected for oversize, AMDD from Proctor Test T-180
From Proctor Test T-180
Test Section (Lot) Details / Notes:
Station:
Offset:
Approx. Lift Thickness:
Elevation:
Density
Gauge No:
Daily Std:
Moisture:
Density reading from
Moisture reading from
Nuclear Gauge (lbs/ft
3
) :
Nuclear Gauge (%):
Tare Weight of Pan
lbs (0.01)
B
1
C
Weight of Pan
plus Excavated Soil Wet:
lbs (0.01)
1
Wet Weight of Excavated Soil:
D
lbs (0.01)
[ C - B ]
Moisture Content Determination
lbs (0.01)
E
Tare Weight of Pan
2
lbs (0.01)
F
Weight of Pan
plus Moisture Specimen Wet:
2
G
Weight of Pan
plus Moisture Specimen Dry:
lbs (0.01)
2
Dry Weight of Moisture Specimen:
H
lbs (0.01)
[ G - E ]
Weight of Moisture:
J
lbs (0.01)
[ F - G ]
Calculated Field Moisture Content:
K
X 100 =
% (0.1)
[J ÷ H ]
Express as decimal
Calculate Dry Density
L
Initial Weight of Sand Cone Apparatus:
lbs (0.01)
M
Final Weight of Sand Cone Apparatus:
lbs (0.01)
N
Cone Correction:
lbs (0.01)
Weight of Sand in Hole:
P
lbs (0.01)
[ L – M - N ]
3
Q
Bulk Density of Sand:
lbs/ft
(0.0001)
Volume of Hole:
3
R
ft
(0.0001)
[ P ÷ Q ]
Calculated Field Dry Density:
3
S
lbs/ft
(0.1)
D ÷ (K+1) ÷ R
% Theoretical Max Dry Density:
% (0.1)
[( P ÷ A ) x 100]
Specification:
%
Meets Spec
Does Not Meet Spec
Info Only
Remarks:
_____________________________________
____________________________________
ID# TF2 – 412
REV. 4/25/19
Technician
Date
Reviewed By
(Print / Sign)
(Print / Sign)
Date
ID# TF2 – 412
REV. 4/25/19
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