Summary for Test 2024-08-07-71-7

Test performed: AASHTO T313-22

Project Information

Project IdentifiersProject ID: 994781
DEA: 07322704
EFIS: 0716000067
DIST-CO-RTE-PM07-VEN-1-1.3/26.6
Award Date01/31/2023
Closeout DateNot set
Work DescriptionCONSTRUCT PERVIOUS CONCRETE PAVEMENT
Location DescriptionVENTURA COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 07/13/2023)

Sample Information

Sample Taken Date08/07/2024 Sample Unique Key71
Date that the sample was received by the laboratory/organization performing the testing08/09/2024 Sample typeVerification
A brief description of the sampleAsphalt Binder Sample The quantity of what the sample constitutes1can
From where was the sample collectedSource First name of sampler or witnessed byKevin
Last name of sampler or witnessed byHopkins Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan-Saticoy
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-16
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierHolly Frontier Asphalt Company - Glendale AZ MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2024-08-07-71
DIME Test ID: 2024-08-07-71-7
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: 2024-08-26

Test Results


Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 08/26/2024
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: 66.786 MPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.303
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/26/2024 ✔