Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215744 DEA: 033H93U4 EFIS: 0321000091
QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB,BUT-70-25.5/25.8,0.0/3.8
Work Description: WIDEN ROADWAY & SHOULDER, ADD TURN LANES & CONSTRUCT BRIDGE.
Location Description: YUBA AND BUTTE COUNTIES ABOUT 11 MILES NORTH OF MARYSVILLE FROM 0.8 MILE NORTH OF CHANDLER ROAD TO 0.2 MILE SOUTH OF EAST GRIDLEY ROAD
Contractor Name: Teichert Construction & MCM JV
Contractor Address: 4401 Duluth Ave, Rocklin, CA 95766
Resident Engineer: Anthony Granados Structure Rep.: Matt Crete
DIME Sample ID: 2023-08-15-53
TL Number from the TL Form: 801991
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: 08/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/24/2023
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 64-16 Valero
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: teichert and sons
Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: DeSilva Gates
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2023-08-15-53-1
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: 08/29/2023
Date Tested: 08/29/2023
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: Original
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.127 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
85.6 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.055 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.06 kPa
|
