Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 44444 DEA: ASCP EFIS: ASCP
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
DIME Sample ID: 2023-08-16-70
TL Number from the TL Form:
Sample Submitted By Organization: Advantage Sealing Systems, Incorporated
Sample Organization Contact: (951) 750-2736
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 08/16/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/16/2023
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: Tank 36
From where was the sample collected: Manufacturer
Laboratory sample identification: 081623-A44
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fontana, CA
Performance Grade: PG 64-16/10
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Advantage Sealing Systems
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2023-08-16-70-1
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 09/11/2023
Date Tested: 08/23/2023
Submitted By Organization: Advantage Sealing Systems, Incorporated
Organization Address: 14388 Santa Ana Avenue,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92337
Organization Email: anthony@advantagesealing.com
Organization Phone: (951) 750-2736
General Comments for this Test: Submitted from ASCP bulk upload.
Test Result Compliance:
Additional Comments When Verified:
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Time test started
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no data
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Flags issued by software during test
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no data
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|
Correlation coefficient (R²)
|
0
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Regression coefficient a
|
no data
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|
Regression coefficient b
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no data
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|
Regression coefficient c
|
no data
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|
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
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0.0 mN
|
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Beam deflection 60.0 s
|
0.000 µm
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|
Measured Stiffness Modulus 60.0 s
|
no data
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|
Estimated Stiffness Modulus 60.0 s
|
40.000 mPa
|
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Difference between stiffness moduli 60.0 s
|
no data
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|
Estimated m-value 60.0 s
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no data
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