Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001999 DEA: 044X5604 EFIS: 0426000094
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-680-M0.01/M0.01
Work Description:
Location Description:
Contractor Name: Case Pacific
Contractor Address: 2121 Ardmore Road, Paso Robles, CA 93446
Resident Engineer: Reza Kamkar Structure Rep.: Unknown
DIME Sample ID: 2026-08-11-90
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Sample Organization Contact: (510) 224-6127
Type of Sample: Production Start-Up
Type of Material: Asphalt Binder
Sample Taken Date: 08/11/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2026
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: PG 58-22
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: PNO
Performance Grade: PG 58-22
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Vulcan Pleasanton Plant
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: 3/4 HMA 25% RAP
HMA Supplier Mix ID Number: 320302W
DIME Test ID: 2026-08-11-90-1
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: 09/01/2026
Date Tested: 09/01/2026
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
|
0.171 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
87.0 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.419 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.42 kPa
|
