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Sample Record for 2023-09-08-37

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Project Information

Project ID: 994729 DEA: 034H88U4 EFIS: 0323000024 QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-32-0.3/5.0
Work Description: INSTALL LIGHTING, WIDEN SHLD, UPGRADE END TREATMENTS, EXTEND CULVERTS.
Location Description: BUTTE COUNTY NEAR CHICO FROM 0.3 MILE EAST OF BUTTE COUNTY LINE TO MUIR AVENUE
Contractor Name: BALDWIN CONTRACTING COMPANY INC. DBA KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 SKYWAY, CHICO, CA 95928
Resident Engineer: Dustin Watts Structure Rep.: Nicholas McLean

Sample Information

DIME Sample ID: 2023-09-08-37
TL Number from the TL Form: 802134
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 09/08/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2023
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: pg 64-16
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River, Orland

Material Information

Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton 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: 2023-09-08-37-1
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: 09/22/2023
Date Tested: 09/22/2023
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 0.173 kPa
Phase Angle (δ) (for the 10 cycles) 86.4 degree
Complex Modulus (G*) (for the 10 measurements) 1.432 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.43 kPa