Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000608 DEA: 100Q2104 EFIS: 1017000171
QA Service Level: 1
DIST-CO-RTE-PM: 10-AMA-88-5.5/14.3
Work Description: REPAIR FAILED PAVEMENT AND RESURFACE EXISTING PAVEMENT WITH HMA.
Location Description: AMADOR COUNTY NEAR MARTELL FROM 0.7 MILE WEST OF IONE-BUENA VISTA ROAD TO 0.2 MILE EAST OF KENNEDY FLAT ROAD
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: 1450 Civic St. Bldg B #400, Concord, CA 94520
Resident Engineer: Jonathan Ngai Structure Rep.: Unknown
DIME Sample ID: 2025-04-27-18
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: 04/27/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/30/2025
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vernalis
Performance Grade: PG 64-16
Modified:
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: Teichert Vernalis
Certified Asphalt Supplier: VSS Emultech - West Sacramento CA
Multigrade: Yes
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2025-04-27-18-1
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: 10/08/2025
Date Tested: 10/06/2025
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: Original
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
|
0.151 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
87.1 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.249 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.25 kPa
|
