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Sample Record for 2023-03-22-11

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Project Information

Project ID: 994209 DEA: 010E7904 EFIS: 0115000021 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-254-4.2/4.2
Work Description: Project Name: Fish Creek Bridge (Bridge No. 04-0317)
Contractor Name: Mercer-Fraser Company
Contractor Address: PO Box 1006, Eureka, CA 95502
Resident Engineer: Brian Apple Structure Rep.: George Moore

Sample Information

DIME Sample ID: 2023-03-22-11
TL Number from the TL Form: 972175
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 03/22/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/24/2023
The quantity of what the sample constitutes: 1 binder can
A brief description of the sample: JMF verification sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero Benicia

Material Information

Performance Grade: PG 58-22
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Mercer Fraser Fortuna Plant A
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2023-03-22-11-1
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: 03/24/2023
Date Tested: 03/24/2023
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:
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 0.182 kPa
Phase Angle (δ) (for the 10 cycles) 84.9 degree
Complex Modulus (G*) (for the 10 measurements) 1.514 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.52 kPa