Summary for Test 2024-04-08-30-7

Test performed: AASHTO T313-22

Project Information

Project IdentifiersProject ID: 994147
DEA: 120R4104
EFIS: 1218000090
DIST-CO-RTE-PM12-ORA-1-17.4/21.5
Award Date09/27/2022
Closeout DateNot set
Work DescriptionCOLD PLANE AC AND PLACE RHMA-G.
Location DescriptionORANGE COUNTY IN NEWPORT BEACH FROM JAMBOREE ROAD TO SANTA ANA RIVER BRIDGE
QA Service Level1 (Verified on 06/28/2023)

Sample Information

Sample Taken Date04/08/2024 Sample Unique Key30
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 testing04/09/2024
Sample typeVerification A brief description of the sampleJMF verification sample
The quantity of what the sample constitutes1can From where was the sample collectedSource
First name of sampler or witnessed byR J Noble QC Last name of sampler or witnessed byR.J.NOBLE QC
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameWorld Oil 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
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-04-08-30
DIME Test ID: 2024-04-08-30-7
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: 2024-05-04

Test Results


Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 04/26/2024
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: 157.952 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.272
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/4/2024