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Sample Record for 2023-05-18-36

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

Project Information

Project ID: 993208 DEA: 034F38U4 EFIS: 0321000092 QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-70-16.2/25.8
Work Description: WIDEN SHOULDERS AND IMPROVE CLEAR RECOVERY ZONE.
Location Description: YUBA COUNTY NEAR MARYSVILLE FROM 0.2 MILE NORTH OF LAURELLEN ROAD TO SOUTH HONCUT CREEK BRIDGE
Contractor Name: DeSilva Gates
Contractor Address: 11555 Dublin Boulevard, Dublin, CA 94568
Resident Engineer: Manoharan Selvendran Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-05-18-36
TL Number from the TL Form: 802828
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: 05/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2023
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: PG58-22
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia, CA

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number: 2
Sublot number: 3
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: Yes
Multigrade Type: PG 58-22 / PG 58-16
Asphalt Binder Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-05-18-36-1
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/24/2023
Date Tested: 05/23/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
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: OG
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.194 kPa
Phase Angle (δ) (for the 10 cycles) 85.0 degree
Complex Modulus (G*) (for the 10 measurements) 1.619 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.63 kPa