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Sample Record for 2022-06-01-10

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 44444 DEA: ASCP EFIS: ASCP QA Service Level:
Work Description: Special project for submitting Sample information for Asphalt Supplier Certification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-06-01-10
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 06/01/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/01/2022
The quantity of what the sample constitutes: 2 of 2, split sample
A brief description of the sample: Tank 10027
From where was the sample collected: Manufacturer
Laboratory sample identification: 6012022
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sacramento, CA

Material Information

Performance Grade: PG 64-16
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: AASHTO Resource - Frederick MD
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10
Asphalt Binder Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2022-06-01-10-2
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 06/01/2022
Date Tested: 06/01/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd., Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email:
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested Three
Ductility of test #1 (D1) 150 cm
Ductility of test #2 (D2) 149 cm
Ductility of test #3 (D3) 149 cm
Ductility of sample 149 cm