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Testing Report for 2021-05-03-4-2

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

Project Information

DEA: 032G1604
EFIS: 0320000235
Project ID: 215405
QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-45-0.6/12.9
Work Description: COLD PLANE AC PAVEMENT AND REPLACE WITH HOT MIX ASPHALT.
Location Description: YOLO COUNTY NEAR KNIGHTS LANDING FROM SYCAMORE SLOUGH BRIDGE TO YOLO COUNTY LINE ROAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Luis Pompa
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-05-03-4
TL Number from the TL Form: c789680
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: 5/3/2021
Date that the sample was received by the laboratory/organization performing the testing: 5/3/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: Binder
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hollwood

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 2
Sublot number: 6
Tank number:
Time of sample:
HMA Supplier: Teichert Hollwood
Asphalt Binder Supplier: Marathon Petroleum Co. LP - Elk Grove CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-05-03-4-2
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: 5/12/2021
Verified Date: 5/21/2021
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: PAV
Test Result Compliance:
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: 31.758 kPa
Phase Angle (δ) (for the 10 cycles): 50.0 degree
Complex Modulus (G*) (for the 10 measurements): 3175.367 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2432 kPa