Summary for Test 2023-08-08-43-9

Test performed: AASHTO T313-22

Project Information

Project IdentifiersProject ID: 994620
DEA: 120T6304
EFIS: 1222000073
DIST-CO-RTE-PM12-ORA-39-3.2/5.8
Award Date06/12/2023
Closeout Date06/18/2024
Work DescriptionCOLD PLANE AC PVMT AND PLACE RHMA.
Location DescriptionORANGE COUNTY IN HUNTINGTON BEACH FROM ELLIS AVENUE/MAIN STREET TO STARK DRIVE
QA Service Level1 (Verified on 07/07/2023)

Sample Information

Sample Taken Date08/08/2023 Sample Unique Key43
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 testing08/09/2023
Sample typeVerification A brief description of the samplePG Asphalt Binder
The quantity of what the sample constitutes1 qt can From where was the sample collectedSupplier
First name of sampler or witnessed byR.J. QC Last name of sampler or witnessed byR.J. QC
Title of sampler Telephone number of sampler
Laboratory sample identification0403-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRJ Noble, Orange CA 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
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 Number

Test Details

DIME Sample ID: 2023-08-08-43
DIME Test ID: 2023-08-08-43-9
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
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: 2023-09-10

Test Results


Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 08/30/2023
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 mN
Deflection at time 0.0 s: 0 µm
Load at time 0.5 s: 0 mN
Deflection at time 0.5 s: 0 µm
Load at 60.0 s: 0 mN
Beam deflection 60.0 s: 0 µm
Measured Stiffness Modulus 60.0 s: 71.8 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.316
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/10/2023