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Testing Report for 2021-06-13-3-3

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

Project Information

DEA: 101H4204
EFIS: 1018000166
Project ID: 215237
QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-5-17.0/22.6
Work Description: RESURFACE WITH RUBBERIZED HOT MIXED ASPHALT.
Location Description: MERCED COUNTY AT AND NEAR SANTA NELLA FROM 0.5 MILE SOUTH OF ROUTE 5/152 SEPARATION TO MCCABE ROAD OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Ranbir Bhullar
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-13-3
TL Number from the TL Form: 760557
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: 6/13/2021
Date that the sample was received by the laboratory/organization performing the testing: 6/21/2021
The quantity of what the sample constitutes: 1 OF 2 CANS
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: MARATHON ELK GROVE

Material Information

Performance Grade: PG 70-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: TEICHERT VERNALIS
Asphalt Binder Supplier: Marathon Petroleum Co. LP - Elk Grove CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-06-13-3-3
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: 6/24/2021
Verified Date: 6/29/2021
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: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: RTFO
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: 0.377 kPa
Phase Angle (δ) (for the 10 cycles): 83.4 degree
Complex Modulus (G*) (for the 10 measurements): 3.770 kPa
Test Temperature: 70.0 C
Dynamic Shear, G*/sin(δ): 3.80 kPa