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Testing Report for 2021-08-02-34-6

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

Project Information

DEA: 09386804
EFIS:
Project ID: 215614
QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-168,266-1.5,4.3/11.7
Work Description: PLACE HMA OVER EXISTING PAVEMENT.
Location Description: MONO COUNTY AT AND NEAR OASIS ON ROUTE 168 AT ROUTE 266 AND ON ROUTE 266 FROM ROUTE 168 TO THE NEVADA STATE LINE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer:
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-02-34
TL Number from the TL Form: 695722
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: 8/2/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/25/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: binder, NO TEST 7/27,7/28,7/30,8/2, 8/3, 8/4
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: PNAC

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: PNAC LLC - Fernley NV
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-08-02-34-6
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: 8/30/2021
Verified Date: 9/3/2021
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 +6
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Phase: RTFO residue
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.216 kPa
Phase Angle (δ) (for the 10 cycles): 65.7 degree
Complex Modulus (G*) (for the 10 measurements): 2.156 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 2.37 kPa