Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993697 DEA: 022J4504
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-56.0/R60.5
Work Description: PLACE HMA (TYPE A) AND REPLACE AC SURFACING.
Location Description: TEHAMA COUNTY ABOUT 13 MILES EAST OF RED BLUFF FROM 0.7 MILE EAST OF MANTON ROAD TO 2.4 MILES EAST OF PAYNES CREEK BRIDGE
Contractor Name: BALDWIN CONTRACTING COMPANY INC. DBA. KNIFE RIVER CONSTRUC TION
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2022-08-16-58
TL Number from the TL Form: 857905
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: 08/16/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/22/2022
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: PG 64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero
Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2022-08-16-58-1
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: 09/26/2022
Date Tested: 09/23/2022
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: 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
|
0.198 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
85.2 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.649 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.65 kPa
|
