Summary for Test 2024-05-13-61-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 994975 DEA: 034H0704 EFIS: 0318000158 |
|---|---|
| DIST-CO-RTE-PM | 03-NEV-20-R12.2/20.0 |
| Award Date | 10/26/2023 |
| Closeout Date | 07/15/2025 |
| Work Description | COLD PLANE AND OVERLAY, INSTALL CURED-IN-PLACE PIPELINERS. |
| Location Description | NEVADA COUNTY IN AND NEAR GRASS VALLEY AND NEVADA CITY FROM ROUTE 20/49 SEPARATION TO 0.1 MILE EAST OF CELIO ROAD |
| QA Service Level | 1 (Verified on 08/28/2023) |
Sample Information
| Sample Taken Date | 05/13/2024 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 05/17/2024 |
| Sample type | Quality Assurance | A brief description of the sample | PG58-22 HMA SP 25% RAP |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Michael | Last name of sampler or witnessed by | Chittenden |
| Title of sampler | Materials Tester | Telephone number of sampler | 5307905033 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Teichert Hallwood | Transportation Laboratory (TL) Number | |
| 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 58-22 |
|---|---|---|---|
| Modified | No | Lot number | 1 |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | Teichert Hallwood | |
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2024-05-13-61
DIME Test ID: 2024-05-13-61-4
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: 2024-05-23
Test Results
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 05/21/2024
Minimum test bath temperature at 240 s: -12.0 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: 132.000 MPa
Estimated Stiffness Modulus 60.0 s: 132.000 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.350
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 5/23/2024 ✔