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Testing Report for 2021-08-15-9-2

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

Project Information

DEA: 101J1904
EFIS: 1018000132
Project ID: 215500
QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-140-37.4/44.8
Work Description: COLD IN-PLACE RECYCLING AND RESURFACE PAVEMENT WITH HMA.
Location Description: MERCED COUNTY IN AND NEAR MERCED FROM SANTA FE AVENUE TO HAYDEN ROAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Muhammad M. Rahman
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-15-9
TL Number from the TL Form: 034273
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: 8/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/25/2021
The quantity of what the sample constitutes: 1 of 2 cans
A brief description of the sample: PG64-28M
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Marathon

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
Lot number: 1
Sublot number: 3
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: Marathon Petroleum Co. LP - Elk Grove CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-08-15-9-2
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: 9/1/2021
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 OG
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: 0.276 kPa
Phase Angle (δ) (for the 10 cycles): 73.0 degree
Complex Modulus (G*) (for the 10 measurements): 2.304 kPa
Test Temperature: 64.0 C
Dynamic Shear, G*/sin(δ): 2.41 kPa