Summary for Test 2025-08-11-32-4

Test performed: AASHTO T313-22

Project Information

Project IdentifiersProject ID: 215741
DEA: 01366004
EFIS: 0100000127
DIST-CO-RTE-PM01-HUM-101-80.0/84.0
Award Date12/29/2022
Closeout DateNot set
Work DescriptionIndianola Cutoff UC
Location DescriptionHUMBOLDT COUNTY NEAR EUREKA FROM EUREKA SLOUGH BRIDGE TO BAYSIDE CUTOFF
QA Service Level1 (Verified on 05/17/2021)

Sample Information

Sample Taken Date08/11/2025 Sample Unique Key32
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing08/18/2025
Sample typeQuality Assurance A brief description of the samplePG 64-28M
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byNolan Last name of sampler or witnessed byM
Title of samplerARE Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGRANITE Transportation Laboratory (TL) Number00000
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
Modified Lot number
Sublot number Tank number
Time of sample HMA SupplierGranite/Kernan
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-08-11-32
DIME Test ID: 2025-08-11-32-4
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: 2025-10-06

Test Results


Input Type: Calculated
Tester's full name: Atlas
Date of test: 08/27/2025
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: 67.050 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.311
General comments (publicly viewable) (Max 1000 characters): BBR

Test was verified on 10/6/2025