Summary for Test 2025-05-27-110-5

Test performed: AASHTO T313-22

Project Information

Project IdentifiersProject ID: 1000661
DEA: 081J2704
EFIS: 0818000014
DIST-CO-RTE-PM08-SBD-247-0.0/23.0
Award Date01/31/2025
Closeout Date08/11/2026
Work DescriptionRUBBERIZED HMA, HMA (TYPE A), COLD PLANE AC PVMT & REPLACE AC SURF.
Location DescriptionSAN BERNARDINO COUNTY IN YUCCA VALLEY FROM ROUTE 62 TO 0.4 MILE WEST OF GIN ROAD
QA Service Level1 (Verified on 01/13/2025)

Sample Information

Sample Taken Date05/27/2025 Sample Unique Key110
Date that the sample was received by the laboratory/organization performing the testing05/29/2025 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 byBenjamin
Last name of sampler or witnessed byALFARO Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameBlue Diamond Victorville
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
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierLunday Thagard Company-World Oil - South Gate CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2025-05-27-110
DIME Test ID: 2025-05-27-110-5
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: 2026-05-21

Test Results


Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 05/18/2026
Time test started: no data
Flags issued by software during test: no data
Correlation coefficient (R²): no data
Regression coefficient a: no data
Regression coefficient b: no data
Regression coefficient c: no data
Load at time 0.0: no data
Deflection at time 0.0 s: no data
Load at time 0.5 s: no data
Deflection at time 0.5 s: no data
Load at 60.0 s: no data
Beam deflection 60.0 s: no data
Measured Stiffness Modulus 60.0 s: no data
Estimated Stiffness Modulus 60.0 s: 100.779 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.342
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/21/2026 ✔