Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001117 DEA: 033G4304 EFIS: 0324000127
QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-89-0.0/8.5
Work Description: COLD PLANE AC PVMT AND HMA (TYPE A) OVERLAY.
Location Description: EL DORADO COUNTY NEAR MEYERS FROM ALPINE COUNTY LINE TO POMO STREET
Contractor Name: ALL-AMERICAN CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2026-06-25-49
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 06/25/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/26/2026
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 64-28
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tahoe Asphalt
Performance Grade: PG 64-28
Modified: No
Lot number: 1
Sublot number: 5
Tank number:
Time of sample:
HMA Supplier: Tahoe Asphalt
Certified Asphalt Supplier: VSS Emultech - Redding - Redding CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number: 2001
DIME Test ID: 2026-06-25-49-1
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: 07/02/2026
Date Tested: 06/30/2026
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
|
0.121 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
87.7 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.004 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.00 kPa
|
