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Sample Record for 2022-08-07-12

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Project Information

Project ID: 214511 DEA: 010E0004 EFIS: 0113000091 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-84.4/84.8
Work Description: BRIDGE RAIL REPLACEMENT.
Location Description: HUMBOLDT COUNTY NEAR ARCATA FROM JACOBY CREEK BRIDGE TO GANNON SLOUGH BRIDGE
Contractor Name: Golden State Bridge
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Nathaniel Steen Structure Rep.: Jarred Burrows

Sample Information

DIME Sample ID: 2022-08-07-12
TL Number from the TL Form: 972494
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: 08/07/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/24/2022
The quantity of what the sample constitutes: 1 can
A brief description of the sample: 58-34m
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser - Fortuna Plant A

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
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: 2022-08-07-12-1
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: 09/13/2022
Date Tested: 09/08/2022
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: 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 0.243 kPa
Phase Angle (δ) (for the 10 cycles) 68.2 degree
Complex Modulus (G*) (for the 10 measurements) 2.024 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.18 kPa