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Sample Record for 2023-10-28-30

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

Project Information

Project ID: 994869 DEA: 073237U4 EFIS: 0720000224 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-150-13.3/19
Work Description: PLACE HMA (TYPE A) AND COLD PLANE ASPHALT
Location Description: VENTURA COUNTY IN AND NEAR OJAI FROM BURNHAM ROAD TO GORHAM ROAD
Contractor Name: C. A. RASMUSSEN INC.
Contractor Address: 28548 Livingston Ave., Valencia, CA, 91355
Resident Engineer: Denrick Bautista Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-10-28-30
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: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 10/28/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/20/2023
The quantity of what the sample constitutes: 1qt can
A brief description of the sample: binder from control mix
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan

Material Information

Performance Grade: PG 64-10
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Lunday Thagard Company-World Oil - South Gate 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: 2023-10-28-30-1
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: 01/02/2024
Date Tested: 12/26/2023
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 0.189 kPa
Phase Angle (δ) (for the 10 cycles) 86.8 degree
Complex Modulus (G*) (for the 10 measurements) 1.571 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.57 kPa