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Testing Report for 2021-07-12-47-5

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: 2021-07-12-47
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: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 7/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/5/2021
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: Asphalt binder
From where was the sample collected: Manufacturer
Laboratory sample identification: 071221-761470
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero Wilmington

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number: 10
Time of sample: 1940
HMA Supplier:
Asphalt Binder Supplier: Valero Marketing & Supply - Wilmington CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10

Test Information

DIME Test ID: 2021-07-12-47-5
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Date Tested: 8/11/2021
Verified Date: 8/12/2021
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: PAV
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Phase: PAV residue
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 42.319 kPa
Phase Angle (δ) (for the 10 cycles): 51.6 degree
Complex Modulus (G*) (for the 10 measurements): 4231.320 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 3316 kPa