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Testing Report for 2021-06-22-31-4

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

Project Information

DEA: 101C0404
EFIS: 1017000034
Project ID: 215092
QA Service Level: 1
DIST-CO-RTE-PM: 10-MPA-49-0.3/18.5
Work Description: COLD PLANE, PLACE HMA AND REPLACE RAILING AND OVERSIDE DRAINS.
Location Description: MARIPOSA COUNTY IN AND NEAR MARIPOSA FROM MADERA COUNTY LINE TO SOUTH JUNCTION ROUTE 140
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Stan Oshita
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-22-31
TL Number from the TL Form: c034193
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: 6/22/2021
Date that the sample was received by the laboratory/organization performing the testing: 7/2/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: ASPHALT BINDER
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MARATHON ELK GROVE

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Teichert - Santa Fe Winton
Asphalt Binder Supplier: Marathon Petroleum Co. LP - Elk Grove CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-06-22-31-4
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: 7/8/2021
Verified Date: 7/9/2021
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: PAV residue
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 48.734 kPa
Phase Angle (δ) (for the 10 cycles): 49.9 degree
Complex Modulus (G*) (for the 10 measurements): 4872.847 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 3727 kPa