Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215777 DEA: 032H6304 EFIS: 0317000166
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-162-18.4/19.9
Work Description: PLACE RUBBERIZED HMA AND ROADWAY EXCAVATION.
Location Description: BUTTE COUNTY IN AND NEAR OROVILLE FROM FOOTHILL BOULEVARD TO GOLD COUNTRY CASINO ENTRANCE
Contractor Name: DeSilva Gates
Contractor Address: 11555 Dublin Boulevard, Dublin, CA 94568
Resident Engineer: Dwayne Grandy Structure Rep.: Unknown
DIME Sample ID: 2022-09-29-45
TL Number from the TL Form: 803994
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: 09/29/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/15/2022
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: PG64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia, CA
Performance Grade: PG 64-16
Modified:
Lot number: 1
Sublot number: 1
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: 2022-09-29-45-1
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: 11/22/2022
Date Tested: 11/18/2022
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: 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
|
0.172 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
85.0 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.436 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.44 kPa
|
