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Sample Record for 2023-08-09-50

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

Project Information

Project ID: 215157 DEA: 021H5704 EFIS: 0216000036 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-299-67.8/77.8
Work Description: BURNEY CAPM - PAVEMENT REHABILITATION
Location Description: BUNCH GRASS LOOKOUT RD TO NAPA LN
Contractor Name: JF Shea Constrcution
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Kyle Higgins Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-09-50
TL Number from the TL Form: 823603
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: 08/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2023
The quantity of what the sample constitutes: 1 of 2
A brief description of the sample: PG 58-34M
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fawndale Rock Quarry / J.F. Shea

Material Information

Performance Grade: PG 58-34 M
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: 2023-08-09-50-1
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: 08/23/2023
Date Tested: 08/23/2023
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 0.356 kPa
Phase Angle (δ) (for the 10 cycles) 62.0 degree
Complex Modulus (G*) (for the 10 measurements) 2.949 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 3.34 kPa