Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994998 DEA: 061E5704 EFIS: 0622000070
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-145-26.1/34/1, 2.0/8.0
Work Description: Cold plane asphalt concrete pavement and place RHMA.
Location Description: FOR CONSTRUCTION ON STATE HIGHWAY IN FRESNO COUNTY IN AND NEAR KERMAN FROM MANNING AVENUE TO 0.1 MILE SOUTH OF CALIFORNIA AVENUE AND IN THE CITY AND COUNTY OF MADERA FROM 0.1 MILE NORTH OF AVENUE 7 TO 0.1 MILE SOUTH OF AVENUE 13
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Han Ngo Structure Rep.: Unknown
DIME Sample ID: 2023-07-27-81
TL Number from the TL Form: 027217
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 07/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/09/2023
The quantity of what the sample constitutes: 1
A brief description of the sample: 1 can PG 64-16
From where was the sample collected: Source
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:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2023-07-27-81-1
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: 08/17/2023
Date Tested: 08/17/2023
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: 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
|
0.180 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
89.2 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.492 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.49 kPa
|
