Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001613 DEA: 060V6104 EFIS: 0616000222
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-119-28.2/31.3
Work Description: HMA (TYPE A), RCP, CLASS 2 AB, ROADWAY EXC, AND MODIFYING SIGNAL.
Location Description: KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE WEST OF ASHE ROAD TO ROUTE 119/99 SEPARATION
Contractor Name: Griffith Company (Austin Fitch)
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Mandeep Chahal Structure Rep.: Albert Heredia
DIME Sample ID: 2026-09-10-43
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: 09/10/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/14/2026
The quantity of what the sample constitutes: 1 CAN OF 70-10
A brief description of the sample: 70-10
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refining Co Inc
Performance Grade: PG 70-10
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: NOT ON TL 101
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: 3/4" HMA-A R15
HMA Supplier Mix ID Number: NOT ON TL 101
DIME Test ID: 2026-09-10-43-1
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: 09/16/2026
Date Tested: 09/15/2026
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
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|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.06 %
|
|
Stress Amplitude
|
0.137 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
88.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.136 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.14 kPa
|
