Print Report | Back to Test Summary

Testing Report for 2021-07-29-28-2

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

Project Information

DEA: 101J1204
EFIS: 1018000150
Project ID: 215341
QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-33-R0.0/L5.7
Work Description: COLD PLANE ASPHALT CONCRETE AND PLACE HOT MIX ASPHALT.
Location Description: MERCED COUNTY IN AND NEAR DOS PALOS FROM FRESNO COUNTY LINE TO 0.1 MILE NORTH OF EAST JUNCTION ROUTE 152
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Michael Stewart
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-29-28
TL Number from the TL Form: 034237
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: 7/29/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/11/2021
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Santa Fe Winton

Material Information

Performance Grade: PG 64-16
Modified:
Lot number: 1
Sublot number: 4
Tank number: 16
Time of sample: 12:54am
HMA Supplier:
Asphalt Binder Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-07-29-28-2
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: 8/16/2021
Verified Date: 8/26/2021
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 OG
Test Result Compliance: complies
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: 0.138 kPa
Phase Angle (δ) (for the 10 cycles): 86.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.147 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.15 kPa