Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000024 DEA: 061G1204 EFIS: 0623000149
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-178-13.6/24.6
Work Description: HOT MIX ASPHALT, PRECOATED AGGREGATE AND ASPHALT-RUBBER BINDER.
Location Description: KERN COUNTY NEAR BAKERSFIELD FROM 1.9 MILES EAST OF COTTONWOOD CREEK BRIDGE TO 2.0 MILES WEST OF DEMOCRAT ROAD
Contractor Name: GRIFFITH COMPANY
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Robert Decker Structure Rep.: Unknown
DIME Sample ID: 2024-08-01-76
TL Number from the TL Form: C754493
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 08/01/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/07/2024
The quantity of what the sample constitutes: 1 can asphalt binder
A brief description of the sample: Asphalt Binder Sample
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: No
Lot number: 1
Sublot number: 2
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: 2024-08-01-76-1
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: 08/14/2024
Date Tested: 08/13/2024
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
|
12.00 %
|
|
Stress Amplitude
|
0.157 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
89.4 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.300 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.30 kPa
|
