Summary for Test 2023-11-27-18-7

Test performed: AASHTO T313-22

Project Information

Project IdentifiersProject ID: 994648
DEA: 070W3904
EFIS: 0722000045
DIST-CO-RTE-PM07-VEN-101-10.7/26.7
Award Date06/20/2023
Closeout DateNot set
Work DescriptionSLURRY SEAL.
Location DescriptionVENTURA COUNTY FROM CAMARILLO SPRINGS ROAD UNDERCROSSING IN CAMARILLO TO MAIN STREET UNDERCROSSING IN VENTURA
QA Service Level1 (Verified on 07/24/2023)

Sample Information

Sample Taken Date11/27/2023 Sample Unique Key18
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 testing11/29/2023
Sample typeVerification A brief description of the samplePSU - BINDER CAN
The quantity of what the sample constitutes1can From where was the sample collectedSource
First name of sampler or witnessed byEsteban Last name of sampler or witnessed byEsteban QC
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Sun Valley - Blvd. 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 SupplierValero Marketing & Supply - Wilmington CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-11-27-18
DIME Test ID: 2023-11-27-18-7
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: 2023-12-26

Test Results


Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 12/20/2023
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: 0.0 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: 86.113 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.334
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/26/2023