Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994412 DEA: 06442564 EFIS: 0620000053 COOP: 061774
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER, -46-26.1/30.2
Work Description: CONVERT 2-LANE CONVENTIONAL HIGHWAY TO A 4-LANE EXPRESSWAY.
Location Description: KERN COUNTY IN AND NEAR LOST HILLS FROM 1.3 MILES WEST OF BROWN MATERIAL ROAD TO 0.2 MILE EAST OF CALIFORNIA AQUEDUCT
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: JAKE GARCIA Structure Rep.: Unknown
DIME Sample ID: 2023-10-31-58
TL Number from the TL Form: 754681
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 10/31/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/03/2023
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: 3/4" Type HMA-SP PG 58-16 R25
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refining Co Inc
Performance Grade: PG 58-16
Modified: No
Lot number:
Sublot number:
Tank number: 2002
Time of sample: 8:54 AM
HMA Supplier: Solari Granite Construction
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number: 2178
DIME Test ID: 2023-10-31-58-1
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 11/10/2023
Date Tested: 11/08/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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
|
12.00 %
|
|
Stress Amplitude
|
0.199 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
88.9 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.654 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.65 kPa
|
