Summary for Test 2023-09-18-46-4
Test performed: AASHTO T313-22Project Information
Project Identifiers | Project ID: 215648 DEA: 010L0404 EFIS: 0121000044 |
---|---|
DIST-CO-RTE-PM | 01-DN-101-12.0/16.5, 12.0-16.5 |
Award Date | 02/17/2021 |
Closeout Date | 05/22/2024 |
Work Description | Slide repair |
Location Description | Not set |
QA Service Level | 1 (Verified on 04/07/2021) |
Sample Information
Sample Taken Date | 09/18/2023 | Sample Unique Key | 46 |
---|---|---|---|
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 | 09/20/2023 |
Sample type | Department Acceptance | A brief description of the sample | 1 can PG 64-16 |
The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Source |
First name of sampler or witnessed by | Lee | Last name of sampler or witnessed by | Renick |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Albina - Klamath Falls, OR | Transportation Laboratory (TL) Number | 00000 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
---|---|---|---|
Modified | Lot number | ||
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | Albina Asphalt (Klamath Falls Plant) - Klamath Falls OR | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2023-09-18-46
DIME Test ID: 2023-09-18-46-4
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: 2023-10-10
Test Results
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 10/03/2023
Minimum test bath temperature at 240 s: -6 C
Maximum test bath temperature at 240 s: -5.9 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: 0 mN
Beam deflection 60.0 s: 0 µm
Measured Stiffness Modulus 60.0 s: 47.7 mPa
Estimated Stiffness Modulus 60.0 s: 47.5 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.378
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 10/10/2023 ✔