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Testing Report for 2021-05-16-9-2

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

Project Information

DEA: 061C1604
EFIS: 0621000103
Project ID: 215596
QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-99-1.5/7.4
Work Description: Remove and replace failed pavement on the number 2 lane on both the N and S directions.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: FELIX VAQUILAR
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-05-16-9
TL Number from the TL Form: c039616
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: 5/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 5/26/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: PG64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials - Madera

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: Vulcan Materials - Madera
Asphalt Binder Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-05-16-9-2
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: 5/28/2021
Verified Date: 6/7/2021
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 specs
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: 0.133 kPa
Phase Angle (δ) (for the 10 cycles): 89.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.112 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.11 kPa