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Testing Report for 2021-08-11-26-2

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

Project Information

DEA: 032G2004
EFIS: 0321000024
Project ID: 215627
QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-128-0.0/9.8
Work Description: PLACE RHMA AND REPLACE ASPHALT CONCRETE.
Location Description: YOLO COUNTY IN AND NEAR WINTERS FROM PUTAH CREEK BRIDGE TO ROUTE 128/505 SEPARATION
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: David Maher
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-11-26
TL Number from the TL Form: 042879
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: 8/11/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/27/2021
The quantity of what the sample constitutes: 3 cans
A brief description of the sample: TEST 8/11, NO TEST 8/18
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 64-16
Modified:
Lot number: 1
Sublot number: 1
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: 2021-08-11-26-2
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: 9/13/2021
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: 0.167 kPa
Phase Angle (δ) (for the 10 cycles): 87.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.393 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.39 kPa