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Sample Record for 2022-10-10-11

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993801 DEA: 032G3704 EFIS: 0321000118 QA Service Level: 1
DIST-CO-RTE-PM: 03-COL,YOL-16-0.1/7.3,0.0/0.7
Work Description: PARTIAL DEPTH RECYCLING, PLACE RHMA-G, & COLD PLANE AC PAVEMENT.
Location Description: COLUSA AND YOLO COUNTIES NEAR RUMSEY FROM 0.1 MILE SOUTH OF ROUTE 20 TO 1.3 MILES NORTH OF ROAD 40
Contractor Name: BALDWIN CONTRACTING CO. INC DBA KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 SKYWAY ROAD, CHICO, CA 95928
Resident Engineer: Masoud Saed Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-10-10-11
TL Number from the TL Form: 875255
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: 10/10/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/10/2022
The quantity of what the sample constitutes: 1 cans
A brief description of the sample: 64-16
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero

Material Information

Performance Grade: PG 64-16
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:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2022-10-10-11-1
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: 10/12/2022
Date Tested: 10/11/2022
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 0.145 kPa
Phase Angle (δ) (for the 10 cycles) 82.4 degree
Complex Modulus (G*) (for the 10 measurements) 1.205 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.22 kPa