Summary for Test 2023-09-11-47-9

Test performed: AASHTO T313-22

Project Information

Project IdentifiersProject ID: 995147
DEA: 08321804
DIST-CO-RTE-PM08---
Award DateNot set
Closeout Date12/31/2025
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 11/30/2023)

Sample Information

Sample Taken Date09/11/2023 Sample Unique Key47
Date that the sample was received by the laboratory/organization performing the testing09/14/2023 Sample typeProduction Start-Up
A brief description of the samplePG Asphalt Binder The quantity of what the sample constitutes1 Quart Can
From where was the sample collectedSupplier First name of sampler or witnessed byZubieta Tec
Last name of sampler or witnessed byZubieta Tec Title of sampler
Telephone number of sampler Laboratory sample identification0468-23
Linked DIME Sample ID The fabricator/manufacturer/facility nameAll American-Corona
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 64-16
ModifiedNo 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
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2023-09-11-47
DIME Test ID: 2023-09-11-47-9
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: 2023-09-28

Test Results


Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 09/26/2023
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: 116.000 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 9/28/2023 ✔