Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000510 DEA: 060W79U4 EFIS: 0622000189
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER,TUL-99-56.4/57.6,0.0/13.5
Work Description: RDWY EXC, HMA, AGGREGATE BASE, CRCP, SIGN STR, AND STR EXC.
Location Description: KERN AND TULARE COUNTIES IN AND NEAR DELANO FROM 0.2 MILE SOUTH OF CECIL AVENUE OVERCROSSING TO 0.7 MILE NORTH OF AVENUE 100 OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 2915 Fairhaven Drive, Bakersfield, CA 93308
Resident Engineer: Jake Garcia Structure Rep.: Raman Guraya
DIME Sample ID: 2025-10-27-27
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: 10/27/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/03/2025
The quantity of what the sample constitutes: 1 can
A brief description of the sample: 64-16
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refining Co Inc
Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Deer Creek Asphalt
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: Yes
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2025-10-27-27-1
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: 11/05/2025
Date Tested: 11/05/2025
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: OG
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
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10.0 rad/s
|
|
Strain Amplitude
|
12.06 %
|
|
Stress Amplitude
|
0.144 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
89.3 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.191 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.19 kPa
|
