Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993866 DEA: 010G6104 EFIS: 0117000027
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-57.1/67.8
Work Description: Project Name: Fortuna Median Roadside Safety Project; Description of Work: Roadway Excavation; Asphalt Treated Perm. Base & HMA (GAP Graded)
Location Description: HUMBOLDT COUNTY IN AND NEAR FORTUNA FROM 0.5 MILE SOUTH OF ROUTE 36 TO 0.4 MILE SOUTH OF HOOKTON ROAD
Contractor Name: Mercer Fraser Company
Contractor Address: PO Box 1006, Eureka, CA 95502
Resident Engineer: Joaquin Rodriquez Structure Rep.: Unknown
DIME Sample ID: 2023-02-09-27
TL Number from the TL Form:
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: 02/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/13/2023
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: Mercer Fraser - Fortuna
Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample: 1:00 pm
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2023-02-09-27-2
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: 02/14/2023
Date Tested: 02/14/2023
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#2
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.361 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
81.9 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
3.008 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
3.04 kPa
|
DIME Test ID: 2023-02-09-27-3
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: 02/14/2023
Date Tested: 02/14/2023
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#1
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.356 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
81.9 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.968 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
3.00 kPa
|
