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Sample Record for 2026-07-15-45

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Project Information

Project ID: 1001616 DEA: 061C0604 EFIS: 0621000014 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-223-1.8/10.4
Work Description: FULL DEPTH RECYCLE AND V-DITCHES.
Location Description: KERN COUNTY NEAR BAKERSFIELD FROM ROUTE 223/5 SEPARATION TO 0.1 MILE WEST OF ROUTE 223/99 SEPARATION
Contractor Name: Granite Construction Co. (Miguel Duran)
Contractor Address: 3005 JAMES ROAD, BAKERSFIELD CA 93308
Resident Engineer: Samuel Garcia Structure Rep.: None None

Sample Information

DIME Sample ID: 2026-07-15-45
TL Number from the TL Form: 772685
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: 07/15/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/20/2026
The quantity of what the sample constitutes: 1 can of 64-16
A brief description of the sample: 64-16
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: GRANITE

Material Information

Performance Grade: PG 64-16
Modified:
Lot number: 1
Sublot number: 25
Tank number:
Time of sample:
HMA Supplier: GRANITE
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: 3/4 HMA-A
HMA Supplier Mix ID Number: NOT ON TL101
Test results on following page(s): 1

Test Results

Test

DIME Test ID: 2026-07-15-45-1
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: 07/22/2026
Date Tested: 07/22/2026
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: complies
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.06 %
Stress Amplitude 0.156 kPa
Phase Angle (δ) (for the 10 cycles) 89.4 degree
Complex Modulus (G*) (for the 10 measurements) 1.296 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.30 kPa