Summary for Test 2021-07-23-7-8

Test performed: AASHTO T313-19

Project Information

Project IdentifiersProject ID: 215609
DEA: 074W9404
EFIS: 0720000196
DIST-CO-RTE-PM07-LA-101-0.0/1.0
Award Date05/06/2021
Closeout DateNot set
Work DescriptionCOLD PLANE AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT, SLURRY SEAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 10/101 SEPARATION TO SPRING STREET OVERCROSSING
QA Service Level1 (Verified on 08/17/2021)

Sample Information

Sample Taken Date07/23/2021 Sample Unique Key7
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 testing07/27/2021
Sample typeVerification A brief description of the sampleAsphalt Binder Sample
The quantity of what the sample constitutes1 Quart From where was the sample collectedSupplier
First name of sampler or witnessed byBlue Diamond Last name of sampler or witnessed byQC
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBlue Diamond Material-Irwindale 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 64-16
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierLunday Thagard Company-World Oil - South Gate CA MultigradeNo
Multigrade Type JMF Verification ID

Test Details

DIME Sample ID: 2021-07-23-7
DIME Test ID: 2021-07-23-7-8
Testing Lab: CT - 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: 2021-08-26

Test Results


Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 08/25/2021
Time test started: 11:15:00 HH:MM:SS
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: 37.600 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.380
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/26/2021