Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000909 DEA: 051R7304 EFIS: 0524000112
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-135-R7.2/M9.7
Work Description: PARTIAL DEPTH RECYCLING AND RHMA-G OVERLAY.
Location Description: SANTA BARBARA COUNTY ABOUT 7 MILES NORTH OF LOS ALAMOS FROM SAN ANTONIO CREEK BRIDGE TO SAN ANTONIO ROAD
Contractor Name: CALPORTLAND CONSTRUCTION
Contractor Address: 1624 East Donovan Road, Santa Maria CA
Resident Engineer: Jason Torres Structure Rep.: Unknown
DIME Sample ID: 2025-08-19-54
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: 08/19/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/27/2025
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: TEST Asphalt Binder
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SJR San Joaquin
Performance Grade: PG 64-10
Modified: No
Lot number: 1
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2025-08-19-54-1
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: 10/03/2025
Date Tested: 10/02/2025
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
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|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.06 %
|
|
Stress Amplitude
|
0.157 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
89.6 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.301 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.30 kPa
|
