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Testing Report for 2021-08-02-36-5

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

Project Information

DEA: ASCP
EFIS: ASCP
Project ID: 44444
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for Asphalt Supplier Certification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-02-36
TL Number from the TL Form:
Sample Submitted By Organization: VSS Emultech
Sample Organization Contact: (916) 373-1500
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 8/2/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/2/2021
The quantity of what the sample constitutes: 2 cans, split sample
A brief description of the sample: Asphalt Binder
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: VSS Emultech West Sac

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: VSS Emultech - West Sacramento CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10

Test Information

DIME Test ID: 2021-08-02-36-5
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Date Tested: 8/4/2021
Verified Date: 9/7/2021
Submitted By Organization: VSS Emultech
Organization Address: 3785 Channel Drive,
Organization City: West Sacramento
Organization State: CA
Organization Zipcode: 95691
Organization Email: jack.dougherty@emultech.com
Organization Phone: (916) 373-1500
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Time test started: no data
Flags issued by software during test: no data
Correlation coefficient (R²): no data
Regression coefficient a: no data
Regression coefficient b: no data
Regression coefficient c: no data
Load at time 0.0: 0.0 mN
Deflection at time 0.0 s: 0.000 µm
Load at time 0.5 s: 0.0 mN
Deflection at time 0.5 s: 0.000 µm
Load at 60.0 s: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 60.446 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.397