Form TL9-307 "Cured Epoxy Resin Hardness - Durometer Type D - Report" - Rhode Island

What Is Form TL9-307?

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 May 1, 2014;
  • 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 TL9-307 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 TL9-307 "Cured Epoxy Resin Hardness - Durometer Type D - Report" - Rhode Island

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RHODE ISLAND DEPARTMENT OF TRANSPORTATION
Office
MATERIALS AND QUALITY ASSURANCE
Resident
Crew
CURED EPOXY RESIN HARDNESS – DUROMETER TYPE D – REPORT
Independent
Lab No:
Date:
RI Contract No:
F.A.P. No:
Project:
Location:
Material:
Supplier:
Sampled By:
Sampled From:
Acceptance
Independent
Info Only
Sample Location:
Date Samples Made:
Date Samples Received:
Sites must be at least 0.5” from
edges and 0.25” from adjacent sites
2
1
3
4
Typical Sample Reading
Sites
Reference Standard Average Reading:
Readings:
1:
2:
3:
4:
AVG:
Meets Spec
Does Not Meet Spec
Not Applicable
Remarks:
______________________________________
______________________________________
Technician
Date
Reviewed By
Date
ID# TL9-307
REV. 5/1/14
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
Office
MATERIALS AND QUALITY ASSURANCE
Resident
Crew
CURED EPOXY RESIN HARDNESS – DUROMETER TYPE D – REPORT
Independent
Lab No:
Date:
RI Contract No:
F.A.P. No:
Project:
Location:
Material:
Supplier:
Sampled By:
Sampled From:
Acceptance
Independent
Info Only
Sample Location:
Date Samples Made:
Date Samples Received:
Sites must be at least 0.5” from
edges and 0.25” from adjacent sites
2
1
3
4
Typical Sample Reading
Sites
Reference Standard Average Reading:
Readings:
1:
2:
3:
4:
AVG:
Meets Spec
Does Not Meet Spec
Not Applicable
Remarks:
______________________________________
______________________________________
Technician
Date
Reviewed By
Date
ID# TL9-307
REV. 5/1/14