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Testing Report for 2021-04-12-54-9

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: 2021-04-12-54
TL Number from the TL Form:
Sample Submitted By Organization: San Joaquin Refinery - Bakersfield
Sample Organization Contact: (661) 327-8248
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 4/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 4/12/2021
The quantity of what the sample constitutes: 1 of 2 cans
A brief description of the sample: PG64-16 Asphalt Binder
From where was the sample collected: Manufacturer
Laboratory sample identification: PG6416-210412
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refining Co Inc

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: Yes
Multigrade Type:

Test Information

DIME Test ID: 2021-04-12-54-9
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: 4/13/2021
Verified Date: 5/4/2021
Submitted By Organization: San Joaquin Refinery - Bakersfield
Organization Address: 3500 Shell St,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email:
Organization Phone: (661) 327-8248
General Comments for this Test: Test @ -6.0C
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Time test started: 10:16:55 HH:MM:SS
Flags issued by software during test: None
Correlation coefficient (R²): 0.999997
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: 150.000 mPa
Estimated Stiffness Modulus 60.0 s: 150.000 mPa
Difference between stiffness moduli 60.0 s: 0.00 %
Estimated m-value 60.0 s: 0.404