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Testing Report for 2021-07-15-26-3

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

Project Information

DEA: 103A7204
EFIS: 1013000259
Project ID: 214395
QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-99-20.1/24.3
Work Description: PLACE CRCP AND HMA.
Location Description: MERCED COUNTY IN AND NEAR ATWATER FROM 0.4 MILE SOUTH OF BUHACH OVERCROSSING TO 0.8 MILE NORTH OF WEST ATWATER OVERHEAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Muhammad Rahman
Structure Rep.: Karen Sampson

Sample Information

DIME Sample ID: 2021-07-15-26
TL Number from the TL Form: 034849
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: 7/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 7/26/2021
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:
Lot number: 2
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: 2021-07-15-26-3
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: 7/29/2021
Verified Date: 8/4/2021
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: RTFO residue
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.420 kPa
Phase Angle (δ) (for the 10 cycles): 82.4 degree
Complex Modulus (G*) (for the 10 measurements): 4.195 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 4.23 kPa