Summary for Test 2024-01-05-31-9
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 55556 DEA: OCR EFIS: OCR |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for Oregon Corp. Research. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 01/05/2024 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 testing | 01/11/2024 |
| Sample type | Proficiency | A brief description of the sample | PG 70-22ER MODIFIED BINDER |
| The quantity of what the sample constitutes | 1 Can Split for Oregon Coop | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | TMB | Last name of sampler or witnessed by | NOT PROVIDED |
| Title of sampler | Telephone number of sampler | 503-221-6400 | |
| Laboratory sample identification | OCTG 345 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | McCall Terminals | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 70-22 |
|---|---|---|---|
| Modified | Yes | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Albina Asphalt (Madras Plant) - Madras OR | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2024-01-05-31
DIME Test ID: 2024-01-05-31-9
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: 2024-01-19
Test Results
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 01/19/2024
Minimum test bath temperature at 240 s: -12.1 C
Maximum test bath temperature at 240 s: -12.0 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: 133.000 mPa
Estimated Stiffness Modulus 60.0 s: 133.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.337
General comments (publicly viewable) (Max 1000 characters): BBR#2
Test was verified on 1/19/2024 ✔