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Testing Report for 2021-06-22-48-4

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

Project Information

DEA: 032F3404
EFIS: 0300020616
Project ID: 213762
QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA-49-3.1/7.5
Work Description: WIDEN SHOULDERS, ADD RETAINING WALLS, REPLACE MBGR, CURBS & ELECTRICAL
Location Description: PLACER COUNTY IN AND NEAR AUBURN FROM 0.1 MILE SOUTH OF ROUTE 49/80 SEPARATION TO 0.1 MILE NORTH OF DRY CREEK ROAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Jeff Johnson
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-22-48
TL Number from the TL Form: c930952
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: 7/26/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: Asphalt Rubber Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: KRC - Hollwood

Material Information

Performance Grade: PG 64-16
Modified:
Lot number: 1
Sublot number: 23
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: 2021-06-22-48-4
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: 8/4/2021
Verified Date: 8/11/2021
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 PAV
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: 24.086 kPa
Phase Angle (δ) (for the 10 cycles): 53.2 degree
Complex Modulus (G*) (for the 10 measurements): 2408.308 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 1928 kPa