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Testing Report for 2020-10-22-13-4

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

Project Information

DEA: 06470904
EFIS: 0600000973
Project ID: 209520
QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-99-R7.5/15.1
Work Description: WIDEN FREEWAY FROM 4 LANES TO 6 LANES.
Location Description: MADERA COUNTY IN AND NEAR MADERA FROM AVENUE 12 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 17 OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Eric Karlson
Structure Rep.: Peter Moua

Sample Information

DIME Sample ID: 2020-10-22-13
TL Number from the TL Form: 039557
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: 10/22/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/10/2020
The quantity of what the sample constitutes: 1 can Test #25, NO TEST #26(039557), #27(039562), #28(039563), #29(039565),
A brief description of the sample: Asphalt Binder PG 70-10
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: vulcan madera

Material Information

Performance Grade: PG 70-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier:
Multigrade:
Multigrade Type:

Test Information

DIME Test ID: 2020-10-22-13-4
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: 11/13/2020
Verified Date: 11/13/2020
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 Standards and Specifications
Test Result Compliance: does not comply
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: 0.180 kPa
Phase Angle (δ) (for the 10 cycles): 89.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.795 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.80 kPa