Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993773 DEA: 021H5004 EFIS: 0216000045
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-3,299-VAR
Work Description: STRUCT CONC BRIDGE, POLYESTER CONC OVERLAY & ROCK SLOPE PROTECTION.
Location Description: TRINITY COUNTY AT VARIOUS LOCATIONS
Contractor Name: WEST COAST CONTRACTORS INC
Contractor Address: Unknown
Resident Engineer: Mandhir Grewal Structure Rep.: Mike Sears
DIME Sample ID: 2023-09-23-18
TL Number from the TL Form: 857918
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: 09/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/10/2023
The quantity of what the sample constitutes: 1 OF 4 CANS
A brief description of the sample: 3/4" HMA w/23.6% RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79366
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA
Performance Grade: PG 58-34 M
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: 2023-09-23-18-1
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: 10/12/2023
Date Tested: 10/11/2023
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: 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
|
0.337 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
59.7 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.798 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
3.24 kPa
|
