Summary for Test 2023-10-03-63-5

Test performed: AASHTO T313-22

Project Information

Project IdentifiersProject ID: 995210
DEA: 010N4004
EFIS: 0124000017
DIST-CO-RTE-PM01-DN-101-0/4
Award Date07/26/2023
Closeout Date12/21/2023
Work DescriptionPavement Repair
Location DescriptionNot set
QA Service Level1 (Verified on 10/11/2023)

Sample Information

Sample Taken Date10/03/2023 Sample Unique Key63
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 testing10/10/2023
Sample typeQuality Assurance A brief description of the samplepg64-16
The quantity of what the sample constitutes1 0f 1 can From where was the sample collectedJob Site
First name of sampler or witnessed byrenick Last name of sampler or witnessed byl
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAlbina Klamath Falls Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierAlbina Asphalt (Klamath Falls Plant) - Klamath Falls OR MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-10-03-63
DIME Test ID: 2023-10-03-63-5
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: 2023-10-19

Test Results


Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 10/19/2023
Minimum test bath temperature at 240 s: -6.0 C
Maximum test bath temperature at 240 s: -6.0 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: 0.0 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: 50.600 mPa
Estimated Stiffness Modulus 60.0 s: 50.500 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.404
General comments (publicly viewable) (Max 1000 characters): BBR

Test was verified on 10/19/2023