Summary for Test 2024-04-24-52-5
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 215676 DEA: 020J6404 EFIS: 0219000145 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-36-R13.6/R14.2 |
| Award Date | 12/19/2023 |
| Closeout Date | 09/24/2025 |
| Work Description | A13 AT ROUTE 36 SAFETY |
| Location Description | IN PLUMAS COUNTY NEAR CHESTER FROM 0.2 MILE WEST OF BAILEY CREEK BRIDGE TO 0.3 MILE EAST OF COUNTY ROAD A-13. |
| QA Service Level | 1 (Verified on 07/08/2021) |
Sample Information
| Sample Taken Date | 04/24/2024 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 05/03/2024 |
| Sample type | Department Acceptance | A brief description of the sample | PG 64-28 3/4" W/15% RAP LIME |
| The quantity of what the sample constitutes | 2 cans | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | MONTE | Last name of sampler or witnessed by | SERCER |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Knife River | Transportation Laboratory (TL) Number | C692860 |
| 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 64-28 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2024-04-24-52
DIME Test ID: 2024-04-24-52-5
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: 2024-05-08
Test Results
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 05/08/2024
Minimum test bath temperature at 240 s: -17.8 C
Maximum test bath temperature at 240 s: -18.1 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: 85.800 MPa
Estimated Stiffness Modulus 60.0 s: 85.900 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.340
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 5/8/2024 ✔