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 |
|---|---|---|---|
| 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 | ||
| Bid Item | Not set |
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 |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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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: -6.0 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: 971.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 77.500 MPa
Estimated Stiffness Modulus 60.0 s: 77.300 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 ✔