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Testing Report for 2021-09-02-28-6

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

Project Information

DEA: 030H10U4
EFIS: 0317000246
Project ID: 213411
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5-9.7/24.9
Work Description:
Location Description: Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Girmay Beyene
Structure Rep.: Luis Guzman

Sample Information

DIME Sample ID: 2021-09-02-28
TL Number from the TL Form: c799126
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: 9/2/2021
Date that the sample was received by the laboratory/organization performing the testing: 9/7/2021
The quantity of what the sample constitutes: 2 Cans
A brief description of the sample: PG 64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pacific Northwest Oil

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 6
Sublot number: 15
Tank number:
Time of sample:
HMA Supplier: Teichert Perkins
Asphalt Binder Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-09-02-28-6
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Date Tested: 9/14/2021
Verified Date: 9/24/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: Per 2018 Standard Specifications ORIG
Test Result Compliance: does not comply
Additional Comments When Verified :

Submitted Test Results

Phase: Original binder
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.262 kPa
Phase Angle (δ) (for the 10 cycles): 69.9 degree
Complex Modulus (G*) (for the 10 measurements): 2.183 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 2.32 kPa