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Testing Report for 2021-08-24-13-8

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

Project Information

DEA: 060U5204
EFIS: 0616000003
Project ID: 215410
QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-99-R14.0/R14.5,15.1/19.6
Work Description: HMA (TYPE A) AND RHMA (GAP GRADED) RESURFACING.
Location Description: MADERA COUNTY IN AND NEAR MADERA FROM 0.2 MILE SOUTH OF AVENUE 17 OVERCROSSING TO 0.3 MILE NORTH OF AVENUE 17 OVERCROSSING AND FROM 1.0 MILE NORTH OF AVENUE 17 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 20 OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Justin Kimura
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-24-13
TL Number from the TL Form: 039817
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: 8/24/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/27/2021
The quantity of what the sample constitutes: 1 CAN
A brief description of the sample: BINDER
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery

Material Information

Performance Grade: PG 70-10
Modified:
Lot number: 1
Sublot number: 2
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-08-24-13-8
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: 9/8/2021
Verified Date: 9/9/2021
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+3
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: 37.250 kPa
Phase Angle (δ) (for the 10 cycles): 63.1 degree
Complex Modulus (G*) (for the 10 measurements): 3724.717 kPa
Test Temperature: 37.0 C
(G*) x sin(δ)=: 3322 kPa