Summary for Test 2025-10-23-48-7

Test performed: AASHTO T313-22

Project Information

Project IdentifiersProject ID: 44444
DEA: ASCP
EFIS: ASCP
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for Asphalt Supplier Certification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date10/23/2025 Sample Unique Key48
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 testing10/23/2025
Sample typeQuality Control A brief description of the samplePG70-10
The quantity of what the sample constitutes1 of 2 cans From where was the sample collectedManufacturer
First name of sampler or witnessed byRICK Last name of sampler or witnessed byRAMOS
Title of sampler Telephone number of sampler
Laboratory sample identification7010251023 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSan Joaquin Refinery, Bakersfield, CA 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 70-10
ModifiedNo Lot number7010251023
Sublot number Tank number9001
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-10-23-48
DIME Test ID: 2025-10-23-48-7
Testing Lab: San Joaquin Refinery - Bakersfield
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: RICK RAMOS
Date of test: 10/24/2025
Time test started: 12:51:40 HH:MM:SS
Flags issued by software during test: NONE
Correlation coefficient (R²): 0.999961
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: 304.000 MPa
Estimated Stiffness Modulus 60.0 s: 304.000 MPa
Difference between stiffness moduli 60.0 s: 0 %
Estimated m-value 60.0 s: 0.347
General comments (publicly viewable) (Max 1000 characters): TEST@ 0.0C

Test was verified on 11/6/2025