Summary for Test 2022-09-07-60-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 994186 DEA: 010L0504 EFIS: 0121000047 MINOR: 01A6165 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-199-11.0/11.5 |
| Award Date | Not set |
| Closeout Date | 05/03/2024 |
| Work Description | Place High Friction Surface Treatment |
| Location Description | On State Highway In Del Norte County from Hardscrabble Creek Bridge #01-40 to 0.5 mile north of Hardscrabble Creek Bridge |
| QA Service Level | 1 (Verified on 08/16/2022) |
Sample Information
| Sample Taken Date | 09/07/2022 | Sample Unique Key | 60 |
|---|---|---|---|
| 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 | 09/16/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 64-16 R15 JMF |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Loren | Last name of sampler or witnessed by | Lee |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Tidewater Smith River | Transportation Laboratory (TL) Number | 364384 |
| 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 | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Albina Asphalt - Klamath Falls Plant - Klamath Falls OR | Multigrade | Yes |
| Multigrade Type | PG 64-16 / PG 64-10 | Asphalt Binder Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-09-07-60
DIME Test ID: 2022-09-07-60-4
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: 2022-09-21
Test Results
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 09/21/2022
Minimum test bath temperature at 240 s: -6 C
Maximum test bath temperature at 240 s: -6 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: 971 mN
Beam deflection 60.0 s: 0 µm
Measured Stiffness Modulus 60.0 s: 77.5 mPa
Estimated Stiffness Modulus 60.0 s: 77.3 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.391
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 9/21/2022 ✔