Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001046 DEA: 010K8904 EFIS: 0121000023
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-50.7/52.2
Work Description: HMA, ROADWAY EXCAVATION, AND HIGH FRICTION SURFACE TREATMENT.
Location Description: MENDOCINO COUNTY NEAR WILLITS FROM OUTLET CREEK TO 1.5 MILES NORTH OF OUTLET CREEK
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Steve Tisell Structure Rep.: Unknown
DIME Sample ID: 2026-09-30-52
TL Number from the TL Form: 036215
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: 09/30/2026
Date that the sample was received by the laboratory/organization performing the testing: 10/07/2026
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: 1 can of PG 64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Bodean- Santa Rosa
Performance Grade: PG 64-16
Modified:
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: BoDean - Santa Rosa
Certified Asphalt Supplier: Valero-NuStar PAT - Pittsburg - Pittsburg CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: 1/2" HMA
HMA Supplier Mix ID Number: NOT LISTED ON TL 101
DIME Test ID: 2026-09-30-52-1
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: 10/09/2026
Date Tested: 10/09/2026
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
|
0.143 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
87.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.182 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.18 kPa
|
