Summary for Test 2024-06-10-103-6

Test performed: AASHTO T313-22

Project Information

Project IdentifiersProject ID: 44444
DEA: ASCP
EFIS: ASCP
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for Asphalt Supplier Certification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date06/10/2024 Sample Unique Key103
Date that the sample was received by the laboratory/organization performing the testing06/10/2024 Sample typeQuality Control
A brief description of the sampleAsphalt Binder Sample The quantity of what the sample constitutes1 of 2 cans
From where was the sample collectedManufacturer First name of sampler or witnessed byDon
Last name of sampler or witnessed byConner Title of sampler Sr Asphalt Technician
Telephone number of sampler6614327354 Laboratory sample identification6416240610
Linked DIME Sample ID The fabricator/manufacturer/facility nameSan Joaquin Refining Co Inc
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number6416240610
Sublot number Tank number32001
Time of sample8:00 am HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2024-06-10-103
DIME Test ID: 2024-06-10-103-6
Testing Lab: San Joaquin Refinery - Bakersfield
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2024-07-02

Test Results


Input Type: Calculated
Tester's full name: Sandra Ponce
Date of test: 06/12/2024
Time test started: 11:23:34 HH:MM:SS
Flags issued by software during test: None
Correlation coefficient (R²): 0.999991
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: 182.000 MPa
Estimated Stiffness Modulus 60.0 s: 181.997 MPa
Difference between stiffness moduli 60.0 s: 0 %
Estimated m-value 60.0 s: 0.355
General comments (publicly viewable) (Max 1000 characters): TEST @ -6.0C

Test was verified on 7/2/2024 ✔