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Testing Report for 2021-09-26-4-1

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

Project Information

DEA: 101L2304
EFIS: 1020000163
Project ID: 215615
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-4-5.4/13.4
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND RESURFACE WITH HMA AND RHMA.
Location Description: SAN JOAQUIN COUNTY NEAR STOCKTON FROM 1 MILE EAST OF MIDDLE RIVER BRIDGE TO 0.1 MILE WEST OF JOHN TURK ROAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Troy Scheiber
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-09-26-4
TL Number from the TL Form: 21H4AC-JK
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: 9/26/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/7/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: 64-28M
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed - Clements Plant

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-09-26-4-1
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: 10/20/2021
Verified Date: 10/22/2021
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

Phase: Original binder
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.193 kPa
Phase Angle (δ) (for the 10 cycles): 74.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.605 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.66 kPa