Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993590 DEA: 101J2004 EFIS: 1018000147
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-26-8.0/17.8
Work Description: COLD PLANE AND HMA OVERLAY.
Location Description: SAN JOAQUIN COUNTY AT AND NEAR LINDEN AT VARIOUS LOCATIONS FROM 0.7 MILE EAST OF GOGNA ROAD TO 1.3 MILES WEST OF SHELLEY ROAD
Contractor Name: George Reed Inc.
Contractor Address: 140 Empire Ave, Modesto, CA 95354
Resident Engineer: Troy Scheiber Structure Rep.: Unknown
DIME Sample ID: 2022-09-29-35
TL Number from the TL Form: 710271
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: 09/29/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/13/2022
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 58-34M
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero Benicia
Performance Grade: PG 58-34 M
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: 2022-09-29-35-1
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: 10/21/2022
Date Tested: 10/14/2022
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
|
0.287 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
63.9 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.391 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.66 kPa
|
