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Sample Record for 2025-06-15-8

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

Project Information

Project ID: 1000113 DEA: 060U5004 EFIS: 0615000300 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-5-10.2/16.0
Work Description: INDIVIDUAL SLAB REPLACEMENT (RSC), HMA (TYPE A) AND RHMA (GAP GRADED).
Location Description: KERN COUNTY AT AND NEAR WHEELER RIDGE FROM GRAPEVINE UNDERCROSSING TO ROUTE 5/99 SEPARATION
Contractor Name: Security Paving Company, Inc. (TJ Mattivi)
Contractor Address: Unknown
Resident Engineer: Robert Decker Structure Rep.: Albert Heredia

Sample Information

DIME Sample ID: 2025-06-15-8
TL Number from the TL Form: 035106
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: 06/15/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/20/2025
The quantity of what the sample constitutes: 1 can
A brief description of the sample: PG 64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 1
Sublot number: 35
Tank number: 32001
Time of sample: 00:16
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield 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: 2025-06-15-8-1
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: 06/27/2025
Date Tested: 06/24/2025
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: Original
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 0.179 kPa
Phase Angle (δ) (for the 10 cycles) 89.3 degree
Complex Modulus (G*) (for the 10 measurements) 1.483 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.48 kPa