Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000183 DEA: 101L1804 EFIS: 1020000004
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-132-0.3
Work Description: WIDEN SHOULDERS.
Location Description: SAN JOAQUIN COUNTY AT CHRISMAN ROAD OVERCROSSING
Contractor Name: TRACY GRADING & PAVING, INC.
Contractor Address: Unknown
Resident Engineer: David Abledu Structure Rep.: Unknown
DIME Sample ID: 2025-06-17-131
TL Number from the TL Form:
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: 06/17/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/30/2025
The quantity of what the sample constitutes: 2 Cans
A brief description of the sample: PG 70-10
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Vernalis
Performance Grade: PG 70-10
Modified:
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2025-06-17-131-1
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: 09/10/2025
Date Tested: 09/10/2025
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: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
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10.0 rad/s
|
|
Strain Amplitude
|
12.06 %
|
|
Stress Amplitude
|
0.140 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
89.5 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.161 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.16 kPa
|
