Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001561 DEA: 010H1404 EFIS: 0117000115
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-10.7/11.2
Work Description: RECONSTRUCT ROADWAY AND CONSTRUCT FACILITIES TO ADA STANDARDS.
Location Description: MENDOCINO COUNTY AT HOPLAND FROM FELIZ CREEK BRIDGE TO 0.2 MILE NORTH OF FIRST STREET
Contractor Name: O. C. JONES & SONS INC
Contractor Address: 1520 FOURTH STREET, BERKELEY, CA 94710
Resident Engineer: Daniel kraft Structure Rep.: Kari Forbes
DIME Sample ID: 2026-07-27-53
TL Number from the TL Form: 036204
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Production Start-Up
Type of Material: Asphalt Binder
Sample Taken Date: 07/27/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/29/2026
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: 1 can of PG 58-22 binder
From where was the sample collected: Source
Laboratory sample identification: 26-15C
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Ukiah
Performance Grade: PG 58-22
Modified:
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: Granite Ukiah
Certified Asphalt Supplier: Valero Benicia Refinery - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: 3/4" HMA 25% RAP PG 58-22
HMA Supplier Mix ID Number: 15368
DIME Test ID: 2026-07-27-53-1
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: 08/05/2026
Date Tested: 08/03/2026
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
|
0.170 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
86.9 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.407 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.41 kPa
|
