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Sample Record for 2023-08-15-62

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

Project Information

Project ID: 993589 DEA: 100T6804 EFIS: 1017000005 QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-5,165,152,33-Var
Work Description: SHOULDER AND RAMP WIDENING, COLD PLANE, HMA PAVING AND DIKES.
Location Description: MERCED COUNTY AT ROUTE 5/165 SEPARATION AND AT ROUTE 152/33 SEPARATION
Contractor Name: Granite Rock Company - Greg Oliveira
Contractor Address: 2280 Bates Avenue, Suite #200, Concord, CA 94520
Resident Engineer: Harminder Deol (Ryan Wilson) Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-15-62
TL Number from the TL Form: 033253
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: 08/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/23/2023
The quantity of what the sample constitutes: 1 of 2
A brief description of the sample: PG 64-10
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Vernalis

Material Information

Performance Grade: PG 64-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10
Asphalt Binder Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-08-15-62-1
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: 08/29/2023
Date Tested: 08/29/2023
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 0.156 kPa
Phase Angle (δ) (for the 10 cycles) 86.8 degree
Complex Modulus (G*) (for the 10 measurements) 1.294 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.30 kPa