Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994854 DEA: 061E5804 EFIS: 0622000071
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-43,46-9.0/15.7, 20.0/27.5
Work Description: FOR CONSTRUCTION ON STATE HIGHWAY IN KERN COUNTY NEAR WASCO ON ROUTE 43 FROM 0.2 MILE SOUTH OF ROUTE 58 TO 0.5 MILE NORTH OF RIVERSIDE AVENUE AND ROUTE 46 FROM 0.5 MILE WEST OF ROUTE 33 TO HOLLOWAY ROAD
Location Description: In District 06 On Route 43, 46
Contractor Name: AMERICAN PAVEMENT SYSTEMS , Inc.
Contractor Address: 1012 11th Street, Modesto, CA 95354
Resident Engineer: Jake Garcia Structure Rep.: Unknown
DIME Sample ID: 2023-07-25-50
TL Number from the TL Form: C 750991
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: 07/25/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/31/2023
The quantity of what the sample constitutes: Asphalt Binder
A brief description of the sample: received 1 can of PG64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Juaquin Refining Co.
Performance Grade: PG 64-16
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: 2023-07-25-50-1
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: 08/09/2023
Date Tested: 08/09/2023
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
|
12.06 %
|
|
Stress Amplitude
|
0.146 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
89.3 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.211 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.21 kPa
|
