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Testing Report for 2021-04-22-17-2

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: 2021-04-22-17
TL Number from the TL Form: c040170
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: 4/22/2021
Date that the sample was received by the laboratory/organization performing the testing: 4/28/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: Asphalt Binder
From where was the sample collected: Manufacturer
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: 10
Sublot number: 6
Tank number:
Time of sample:
HMA Supplier: Vulcan Madera
Asphalt Binder Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-04-22-17-2
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: 5/3/2021
Verified Date: 5/5/2021
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: Original
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: 0.148 kPa
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.229 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.23 kPa