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Testing Report for 2021-01-10-3-2

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

Project Information

DEA: ASCP
EFIS: ASCP
Project ID: 44444
QA Service Level:
DIST-CO-RTE-PM: 59---
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: 2021-01-10-3
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: 1/10/2021
Date that the sample was received by the laboratory/organization performing the testing: 2/9/2021
The quantity of what the sample constitutes: 1 of 3 cans
A brief description of the sample: COC Sample
From where was the sample collected: Manufacturer
Laboratory sample identification: 011021752
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: VALERO - WILMINGTON

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number: TK8
Time of sample: 08:00
HMA Supplier:
Asphalt Binder Supplier:
Multigrade:
Multigrade Type:

Test Information

DIME Test ID: 2021-01-10-3-2
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Date Tested: 2/23/2021
Verified Date: 3/1/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: per 2018 standard specifications
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Is a normal test obtainable?: Yes
Number of replicates tested: Three
Ductility of test #1 (D1): 115 cm
Ductility of test #2 (D2): 110 cm
Ductility of test #3 (D3): 112 cm
Ductility of sample: 112 cm