Summary for Test 2022-11-01-83-7

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 Date11/01/2022 Sample Unique Key83
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing11/01/2022
Sample typeQuality Control A brief description of the samplePG70-10 Asphalt Binder
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 sampler6614327352
Laboratory sample identification7010221101 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

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number7010221101
Sublot number Tank number9001
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2022-11-01-83
DIME Test ID: 2022-11-01-83-7
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: 2022-12-02

Test Results


Input Type: Calculated
Tester's full name: Sandra Ponce
Date of test: 11/02/2022
Time test started: 09:46:14 HH:MM:SS
Flags issued by software during test: None
Correlation coefficient (R²): 0.999967
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: 279.000 mPa
Estimated Stiffness Modulus 60.0 s: 279.000 mPa
Difference between stiffness moduli 60.0 s: 0.00 %
Estimated m-value 60.0 s: 0.364
General comments (publicly viewable) (Max 1000 characters): Test @ 0.0C

Test was verified on 12/2/2022