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Testing Report for 2021-08-23-10-4

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

Project Information

DEA: 051N0504
EFIS: 0520000111
Project ID: 215464
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-46-37.0/41.2
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Amy Norris
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-23-10
TL Number from the TL Form: 023284
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: 8/23/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/27/2021
The quantity of what the sample constitutes: 1 CAN
A brief description of the sample: TEST #1
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery

Material Information

Performance Grade: PG 64-16
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: sierra pacific templeton
Asphalt Binder Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-08-23-10-4
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: 9/1/2021
Verified Date: 9/2/2021
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:
Organization Phone: (916) 227-7302
General Comments for this Test: Per 2018 Standard Specifications PAV
Test Result Compliance: not applicable
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: 68.557 kPa
Phase Angle (δ) (for the 10 cycles): 59.1 degree
Complex Modulus (G*) (for the 10 measurements): 6855.762 kPa
Test Temperature: 28.0 C
(G*) x sin(δ)=: 5883 kPa