Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214426 DEA: 030A5704 EFIS: 0300020593
QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-20-13.3/R18.2
Work Description: Browns Valley Rehab: CONSTRUCT BRIDGE, REALIGN CURVE, WIDEN SHOULDERS AND CULVERT WORK.
Location Description: YUBA COUNTY FROM MARYSVILLE ROAD TO THE YUBA RIVER BRIDGE
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 400 Sunrise Ave, Suite 300, Roseville, CA 95661
Resident Engineer: Garrett Griffith Structure Rep.: Matt Crete
DIME Sample ID: 2022-08-09-58
TL Number from the TL Form: 778203
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: 08/09/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/01/2022
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 64-16 Oil
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hollwood
Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10
Asphalt Binder Mix Number:
DIME Test ID: 2022-08-09-58-1
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: 11/09/2022
Date Tested: 11/08/2022
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:
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
|
0.181 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
84.8 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.507 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.51 kPa
|