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Sample Record for 2025-06-09-69

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Project Information

Project ID: 1000363 DEA: 010H5504 EFIS: 0117000235 QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-55.0/64.9
Work Description: HMA, RHMA, AND COLD PLANE ASPHALT CONCRETE PAVEMENT.
Location Description: MENDOCINO COUNTY NEAR LONGVALE FROM 2.6 MILES SOUTH OF ARNOLD BRIDGE OVERHEAD 10-179 TO 0.1 MILE NORTH OF LONG VALLEY CREEK BRIDGE 10-99
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 1324 S. State Street, Ukiah, CA 95482
Resident Engineer: Daniel Kraft Structure Rep.: Hayden Terrill

Sample Information

DIME Sample ID: 2025-06-09-69
TL Number from the TL Form: 778802
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Informational
Type of Material: Asphalt Binder
Sample Taken Date: 06/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/17/2025
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: JMF 14831, 10K ton
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Ukiah

Material Information

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

Test Results

Test 1 of 1

DIME Test ID: 2025-06-09-69-1
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/18/2025
Date Tested: 06/18/2025
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: OG
Test Result Compliance:
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.159 kPa
Phase Angle (δ) (for the 10 cycles) 87.1 degree
Complex Modulus (G*) (for the 10 measurements) 1.316 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.32 kPa