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Testing Report for 2021-04-26-7-2

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

Project Information

DEA: 030F2804
EFIS: 0312000069
Project ID: 214700
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-7.1/9.4
Work Description: Dillard Overcrossing and McConnel Overhead
Location Description: Hwy 99, Elk Grove, CA
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Saed Masoud
Structure Rep.: Chau Ha

Sample Information

DIME Sample ID: 2021-04-26-7
TL Number from the TL Form: c783767
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: 4/26/2021
Date that the sample was received by the laboratory/organization performing the testing: 4/26/2021
The quantity of what the sample constitutes: 1 of 1can
A brief description of the sample: Asphalt Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Bradshaw

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 4
Sublot number: 4
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-04-26-7-2
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Date Tested: 4/27/2021
Verified Date: 4/29/2021
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: org
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: 0.187 kPa
Phase Angle (δ) (for the 10 cycles): 85.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.559 kPa
Test Temperature: 64.0 C
Dynamic Shear, G*/sin(δ): 1.56 kPa