Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993310 DEA: 020J3804 EFIS: 0219000111
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-36-R20.5/22.8
Work Description: EXPAND EXISTING BRAKE CHECK AREA AND HMA PAVING.
Location Description: LASSEN COUNTY NEAR SUSANVILLE AT 1.3 MILES EAST OF ROUTE 44 AND FROM 0.1 MILE EAST OF EAGLE LAKE ROAD TO 1.3 MILES WEST OF HARRIS DRIVE
Contractor Name: J F SHEA CONSTRUCTION INC
Contractor Address: 17400 CLEAR CREEK ROAD, REDDING, CA 96001
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown
DIME Sample ID: 2022-07-11-100
TL Number from the TL Form: 852756
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 07/11/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/25/2023
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 58-22
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc. - Northstate Asphalt (Redding CA)
Performance Grade: PG 58-22
Modified: Yes
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: 2022-07-11-100-1
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: 08/24/2023
Date Tested: 08/24/2023
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
|
0.216 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
84.2 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.794 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.80 kPa
|
