Print Report | Back to Test Summary

Testing Report for 2021-09-02-34-3

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

Project Information

DEA: 101J2104
EFIS: 1018000144
Project ID: 215414
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-99-9.4/15.0
Work Description: PLACE RHMA, COLD PLANE ASPHALT CONCRETE, TRAFFIC STRIPING.
Location Description: SAN JOAQUIN COUNTY IN AND NEAR STOCKTON FROM 0.2 MILE NORTH OF LATHROP ROAD OVERCROSSING TO 0.3 MILE NORTH OF ARCH ROAD UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Chris Hanson
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-09-02-34
TL Number from the TL Form: 035018
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: 9/10/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: PG 64-16
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Materials Vernalis

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 1
Sublot number: 11
Tank number:
Time of sample:
HMA Supplier: TEICHERT VERNALIS
Asphalt Binder Supplier: Marathon Petroleum Co. LP - Elk Grove CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-09-02-34-3
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: 9/21/2021
Verified Date: 10/1/2021
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: RTFO
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Phase: RTFO residue
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.379 kPa
Phase Angle (δ) (for the 10 cycles): 83.9 degree
Complex Modulus (G*) (for the 10 measurements): 3.789 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 3.81 kPa