Summary for Test 2021-09-16-5-9

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 215556
DEA: 081L6504
EFIS: 0820000131
DIST-CO-RTE-PM08--,58-
Award Date06/18/2021
Closeout Date04/08/2022
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 04/08/2022)

Sample Information

Sample Taken Date09/16/2021 Sample Unique Key5
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 testing09/17/2021
Sample typePer Request A brief description of the samplePG Asphalt Binder
The quantity of what the sample constitutes1 Quart Can From where was the sample collectedSupplier
First name of sampler or witnessed byAlex Blue Diamond Materials Last name of sampler or witnessed byAlex
Title of sampler Telephone number of sampler
Laboratory sample identification0533-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameBlue Diamond-Victorville 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 number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierLunday Thagard Company-World Oil - South Gate CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-09-16-5
DIME Test ID: 2021-09-16-5-9
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2021-10-08

Test Results


Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 10/06/2021
Time test started: no data
Flags issued by software during test: no data
Correlation coefficient (R²): 0
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: 66.900 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.343
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/8/2021