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Sample Record for 2022-11-01-75

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

Project Information

Project ID: 993650 DEA: 09388604 EFIS: 0921000036 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-102.4/113.0
Work Description: COLD PLANE AC PAVEMENT AND PLACE HMA (TYPE A).
Location Description: INYO COUNTY NEAR BIG PINE FROM 0.2 MILE NORTH OF REYNOLDS ROAD TO 0.1 MILE NORTH OF WARM SPRINGS ROAD
Contractor Name: ROAD AND HIGHWAY BUILDERS LLC
Contractor Address: 950 E MUSTANG RD, SPARKS NV 89434
Resident Engineer: Chernzia Damon Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-11-01-75
TL Number from the TL Form: 663731
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: 11/01/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/14/2022
The quantity of what the sample constitutes: 1 qt can
A brief description of the sample: PG64-28M
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Suncore Energy

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Suncor Energy - Tooele UT
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2022-11-01-75-1
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: 11/28/2022
Date Tested: 11/22/2022
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:
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 0.227 kPa
Phase Angle (δ) (for the 10 cycles) 70.3 degree
Complex Modulus (G*) (for the 10 measurements) 1.894 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 2.01 kPa