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Sample Record for 2024-09-24-61

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

Project Information

Project ID: 1000002 DEA: 010M6404 EFIS: 0123000051 QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-29-R45.1/52.5
Work Description: RHMA-G, COLD PLANE AC PAVEMENT, AND PAVEMENT DELINEATION.
Location Description: LAKE COUNTY NEAR LAKEPORT FROM PARK WAY OVERCROSSING TO ROUTE 20
Contractor Name: ARGONAUT CONSTRUCTORS , INC.
Contractor Address: 360 Sutton Place, Santa Rosa, CA 95402
Resident Engineer: Daniel Kraft Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-24-61
TL Number from the TL Form: 931008
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Production Start-Up
Type of Material: Asphalt Binder
Sample Taken Date: 09/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/27/2024
The quantity of what the sample constitutes: 1 OF 1
A brief description of the sample: PG 58-22
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Ukiah

Material Information

Performance Grade: PG 58-22
Modified:
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: 2024-09-24-61-1
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: 10/01/2024
Date Tested: 09/30/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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 0.207 kPa
Phase Angle (δ) (for the 10 cycles) 86.9 degree
Complex Modulus (G*) (for the 10 measurements) 1.717 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.72 kPa