Summary for Test 2025-10-10-34-5

Test performed: AASHTO T313-22

Project Information

Project IdentifiersProject ID: 1000957
DEA: 022K5404
EFIS: 0225000091
DIST-CO-RTE-PM02---
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 03/21/2025)

Sample Information

Sample Taken Date10/10/2025 Sample Unique Key34
Date that the sample was received by the laboratory/organization performing the testing10/22/2025 Sample typeQuality Assurance
A brief description of the sample58-34M The quantity of what the sample constitutes2CANS OF BINDER
From where was the sample collectedFabricator First name of sampler or witnessed byJ
Last name of sampler or witnessed byDELGADO Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameVALERO BENECIA
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form876964
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2025-10-10-34
DIME Test ID: 2025-10-10-34-5
Testing Lab: Atlas - Denver
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: 2025-11-06

Test Results


Input Type: Calculated
Tester's full name: Erik Svensson
Date of test: 11/05/2025
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: 183.500 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.287
General comments (publicly viewable) (Max 1000 characters): BBR

Test was verified on 11/6/2025 ✔