Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993801 DEA: 032G3704 EFIS: 0321000118
QA Service Level: 1
DIST-CO-RTE-PM: 03-COL,YOL-16-0.1/7.3,0.0/0.7
Work Description: PARTIAL DEPTH RECYCLING, PLACE RHMA-G, & COLD PLANE AC PAVEMENT.
Location Description: COLUSA AND YOLO COUNTIES NEAR RUMSEY FROM 0.1 MILE SOUTH OF ROUTE 20 TO 1.3 MILES NORTH OF ROAD 40
Contractor Name: BALDWIN CONTRACTING CO. INC DBA KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 SKYWAY ROAD, CHICO, CA 95928
Resident Engineer: Masoud Saed Structure Rep.: Unknown
DIME Sample ID: 2022-08-25-41
TL Number from the TL Form: 704408
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: 08/25/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/26/2022
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: 64-16 15% Rap
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction
Performance Grade: PG 64-16
Modified: No
Lot number: 1
Sublot number: 2
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10
Asphalt Binder Mix Number:
DIME Test ID: 2022-08-25-41-1
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: 09/09/2022
Date Tested: 09/02/2022
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
|
0.153 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
83.9 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.274 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.28 kPa
|
