Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000563 DEA: 021H7104 EFIS: 0217000013
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3,5-L47.4,R45.5/R46.0
Work Description: NEW MECHANIC SHOP AT YREKA MAINTENANCE STATION.
Location Description: SISKIYOU COUNTY IN YREKA ON ROUTE 3 AT YREKA MAINTENANCE STATION AND ON ROUTE 5 FROM 0.2 MILE SOUTH TO 0.4 MILE NORTH OF SOUTH YREKA UNDERCROSSING #02-0159
Contractor Name: MCCUEN CONSTRUCTION, INC.
Contractor Address: 3269 Swetzer Road, Loomis, CA 95650
Resident Engineer: Henry Austin Structure Rep.: Carlos Paz
DIME Sample ID: 2025-11-03-58
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: 11/03/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/12/2025
The quantity of what the sample constitutes: 1 can of binder
A brief description of the sample: 58-34m
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero
Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2025-11-03-58-1
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: 11/17/2025
Date Tested: 11/17/2025
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: 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
|
0.248 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
64.1 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.056 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.29 kPa
|
