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Testing Report for 2020-10-29-21-2

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

Project Information

DEA:
EFIS:
Project ID: 215563
QA Service Level: 1
DIST-CO-RTE-PM: 10---30.828
Work Description: To widen Beckman Road by adding a continuous left turn lane.
Location Description: SR 99, Lodi
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-10-29-21
TL Number from the TL Form: 034781
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 10/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 3/9/2021
The quantity of what the sample constitutes: 1-1
A brief description of the sample: Asphalt Binder Sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pacific Northwest Oil

Material Information

Performance Grade: PG 64-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Knife River Vernalis
Asphalt Binder Supplier: Pacific Northwest Oil - Stockton CA
Multigrade:
Multigrade Type:

Test Information

DIME Test ID: 2020-10-29-21-2
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Date Tested: 3/12/2021
Verified Date: 3/12/2021
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 Std Specs
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Is a normal test obtainable?: Yes
Number of replicates tested: One
Ductility of test #1 (D1): 124 cm
Ductility of sample: 124 cm