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Testing Report for 2021-07-14-17-4

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

Project Information

DEA: 061C6504
EFIS: 0621000099
Project ID: 215607
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-41-R0.5/M5.9
Work Description: RESURFACE AC PAVEMENT AND INSTALL MEDIAN TYPE K CONCRETE BARRIER.
Location Description: FRESNO COUNTY ABOUT 6 MILES NORTH OF LEMOORE FROM 0.5 MILE NORTH OF EXCELSIOR AVENUE UNDERCROSSING TO 0.2 MILE SOUTH OF ELKHORN AVENUE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Mark Mengoni
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-14-17
TL Number from the TL Form: 039894
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: 7/14/2021
Date that the sample was received by the laboratory/organization performing the testing: 7/20/2021
The quantity of what the sample constitutes: 1 OF 1 CAN
A brief description of the sample: BINDER 64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refining Co Inc

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 2
Sublot number: 10
Tank number:
Time of sample:
HMA Supplier: Granite Coalinga
Asphalt Binder Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-07-14-17-4
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: 7/23/2021
Verified Date: 7/27/2021
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: not applicable
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: 68.555 kPa
Phase Angle (δ) (for the 10 cycles): 58.1 degree
Complex Modulus (G*) (for the 10 measurements): 6854.699 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 5819 kPa