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Testing Report for 2021-06-01-6-8

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

Project Information

DEA: OCR
EFIS: OCR
Project ID: 55556
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for Oregon Corp. Research.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-01-6
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Proficiency
Type of Material: Asphalt Binder
Sample Taken Date: 6/1/2021
Date that the sample was received by the laboratory/organization performing the testing: 6/1/2021
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: asphalt binder
From where was the sample collected: Manufacturer
Laboratory sample identification: Sample 314
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ergon Asphalt and Emulsions

Material Information

Performance Grade: PG 64-28
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: Oregon Corp - Salem OR
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-06-01-6-8
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Date Tested: 6/2/2021
Verified Date: 6/7/2021
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:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

PG test temperature: 64.0 C
Average percent recovery at 0.1 kPa: 61.1800 %
Average percent recovery at 3.2 kPa: 37.4000 %
Nonrecoverable creep compliance: 0.3953
Nonrecoverable creep compliance: 0.6763
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 71.1000 %