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Sample Record for 2022-09-06-20

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

Project Information

Project ID: 993132 DEA: 010F1604 EFIS: 0115000076 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-36-10.5/10.8
Work Description: MECHANICALLY STABILIZED EMBANKMENT WITH CLASS 2 AGGREGATE BASE AND HMA
Location Description: HUMBOLDT COUNTY NEAR CARLOTTA FROM RIVERSIDE PARK ROAD TO 0.4 MILE EAST OF RIVERSIDE PARK ROAD
Contractor Name: GR Sundberg Inc
Contractor Address: 5211 Boyd Road, Arcata CA, 95521
Resident Engineer: Tai-Aqua Morgan-Marbet Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-09-06-20
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: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 09/06/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/07/2022
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: 3/4" HMA
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero-Benicia Asphalt Plant

Material Information

Performance Grade: PG 64-16
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: 2022-09-06-20-1
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: 09/12/2022
Date Tested: 09/12/2022
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: Original
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 0.197 kPa
Phase Angle (δ) (for the 10 cycles) 84.5 degree
Complex Modulus (G*) (for the 10 measurements) 1.642 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.65 kPa