Summary for Test 2025-08-18-73-8

Test performed: AASHTO T313-22

Project Information

Project IdentifiersProject ID: 212503
DEA: 081C0804
EFIS: 0812000286
DIST-CO-RTE-PM08-SBD-60-R0.0/R1.8
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 06/24/2021)

Sample Information

Sample Taken Date08/18/2025 Sample Unique Key73
Date that the sample was received by the laboratory/organization performing the testing09/09/2025 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 byRigoberto
Last name of sampler or witnessed byArroyo Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameFisher Sand and Gravel-Tempe
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 58-34
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: 2025-08-18-73
DIME Test ID: 2025-08-18-73-8
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: 2025-10-15

Test Results


Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 10/11/2025
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: no data
Estimated Stiffness Modulus 60.0 s: 218.042 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.335
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/15/2025 ✔