Summary for Test 2023-07-10-54-4

Test performed: AASHTO T313-22

Project Information

Project IdentifiersProject ID: 995018
DEA: 09392204
EFIS: 0922000038
DIST-CO-RTE-PM09---
Award Date04/13/2023
Closeout Date11/08/2023
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 05/17/2023)

Sample Information

Sample Taken Date07/10/2023 Sample Unique Key54
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 testing07/31/2023
Sample typePreliminary A brief description of the sampleBinder Can
The quantity of what the sample constitutes1 can of binder From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVSS Emultech West Sac Transportation Laboratory (TL) NumberC 993501
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierVSS Emultech - West Sacramento CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-07-10-54
DIME Test ID: 2023-07-10-54-4
Testing Lab: CT HQ - Sacramento Asphalt Binder 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: 2023-08-08

Test Results


Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 08/04/2023
Minimum test bath temperature at 240 s: -12 C
Maximum test bath temperature at 240 s: -12 C
Time of test load application: no data
File name of test data: no data
Time beam in bath: no data
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 mN
Deflection at time 0.0 s: 0 µm
Load at time 0.5 s: 0 mN
Deflection at time 0.5 s: 0 µm
Load at 60.0 s: 951 mN
Beam deflection 60.0 s: 0.957 µm
Measured Stiffness Modulus 60.0 s: 80.1 mPa
Estimated Stiffness Modulus 60.0 s: 80 mPa
Difference between stiffness moduli 60.0 s: -0.12 %
Estimated m-value 60.0 s: 0.404
General comments (publicly viewable) (Max 1000 characters): BBR

Test was verified on 8/8/2023