Form 397-TF2 "Method Specification for Field Compaction of Soils Test Strip Report" - Rhode Island

What Is Form 397-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 397-TF2 by clicking the link below or browse more documents and templates provided by the Rhode Island Department of Transportation.

ADVERTISEMENT
ADVERTISEMENT

Download Form 397-TF2 "Method Specification for Field Compaction of Soils Test Strip Report" - Rhode Island

Download PDF

Fill PDF online

Rate (4.3 / 5) 19 votes
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
Office
MATERIALS MANAGEMENT
Resident:
METHOD SPECIFICATION FOR FIELD COMPACTION OF SOILS
TEST STRIP REPORT
Item No:
Date:
RI Contract No:
PTSID:
F.A.P. No:
Project:
Location:
Soil Description:
Lab No:
Material contains _____________% oversize (+3/4” Stone).
Materials containing more than 30% retained on the ¾ sieve do not comply with the parameters set by AASHTO T 180 and/or AASHTO T 99 and
therefore, a Method Specification for field compaction of soils is used to certify adequate compaction on the project. The intent of this report is to
establish a roller pattern to for the soil described above. This test strip only applies for the compaction equipment listed below and for the material
being placed at the same relative thickness as described below. A new test strip is required if the compaction equipment is changed, the material
appears to have changed, or the moisture conditions appear to have changed.
Test Strip Details / Notes:
Begin Station:_______________________________
End Station:____________________________________
Elevation: ___________________________________
Elevation:______________________________________
Offsets:
_______________
_______________
Offsets:
_______________
_______________
(from)
(to)
(from)
(to)
Length of Section (ft):__________________________
Average Width of Section (ft):_______________________
Approx. Lift Thickness (in):_____________________
Estimated Quantity (CY):__________________________
Apparent Moisture:
Dry
Damp/Moist
Wet
Compaction Equipment:
Make:
Model:
ID No.:
Weight (lbs):
Energy Rating (lbs):
Vibration /
Static Rolling
(Circle)
Roller Pattern Observations:
Gauge No:
Daily Std:
Density:
Moisture:
Station ____________________________
Offset __________________________________
Test No.
1
2
3
4
5
6
Cumulative No. of Roller
Passes
Probe Depth (in):
Field Moisture Content
(%):
Field Nuclear Dry Density
3
(lbf/ft
):
Established Roller Pattern: ________________ Roller passes (minimum)
____________________________________________________
Technician
Date
(Print / Sign)
ID# TF2 – 397
REV. 4/25/19
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
Office
MATERIALS MANAGEMENT
Resident:
METHOD SPECIFICATION FOR FIELD COMPACTION OF SOILS
TEST STRIP REPORT
Item No:
Date:
RI Contract No:
PTSID:
F.A.P. No:
Project:
Location:
Soil Description:
Lab No:
Material contains _____________% oversize (+3/4” Stone).
Materials containing more than 30% retained on the ¾ sieve do not comply with the parameters set by AASHTO T 180 and/or AASHTO T 99 and
therefore, a Method Specification for field compaction of soils is used to certify adequate compaction on the project. The intent of this report is to
establish a roller pattern to for the soil described above. This test strip only applies for the compaction equipment listed below and for the material
being placed at the same relative thickness as described below. A new test strip is required if the compaction equipment is changed, the material
appears to have changed, or the moisture conditions appear to have changed.
Test Strip Details / Notes:
Begin Station:_______________________________
End Station:____________________________________
Elevation: ___________________________________
Elevation:______________________________________
Offsets:
_______________
_______________
Offsets:
_______________
_______________
(from)
(to)
(from)
(to)
Length of Section (ft):__________________________
Average Width of Section (ft):_______________________
Approx. Lift Thickness (in):_____________________
Estimated Quantity (CY):__________________________
Apparent Moisture:
Dry
Damp/Moist
Wet
Compaction Equipment:
Make:
Model:
ID No.:
Weight (lbs):
Energy Rating (lbs):
Vibration /
Static Rolling
(Circle)
Roller Pattern Observations:
Gauge No:
Daily Std:
Density:
Moisture:
Station ____________________________
Offset __________________________________
Test No.
1
2
3
4
5
6
Cumulative No. of Roller
Passes
Probe Depth (in):
Field Moisture Content
(%):
Field Nuclear Dry Density
3
(lbf/ft
):
Established Roller Pattern: ________________ Roller passes (minimum)
____________________________________________________
Technician
Date
(Print / Sign)
ID# TF2 – 397
REV. 4/25/19