Summary for Test 2023-10-15-8-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 994299 DEA: 100Y7804 EFIS: 1016000025 |
|---|---|
| DIST-CO-RTE-PM | 10-MPA-140-25.3/51.8 |
| Award Date | 04/04/2023 |
| Closeout Date | Not set |
| Work Description | COLD PLANE EXISTING PAVEMENT AND RESURFACE WITH HMA. |
| Location Description | MARIPOSA COUNTY FROM WHITLOCK ROAD NEAR MIDPINES TO YOSEMITE NATIONAL PARK |
| QA Service Level | 1 (Verified on 10/04/2022) |
Sample Information
| Sample Taken Date | 10/15/2023 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 10/26/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA-A, PG 58-34 M |
| The quantity of what the sample constitutes | 2 cans of 2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Wesely | Last name of sampler or witnessed by | Gee |
| Title of sampler | TECHNICAIN | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Santa Fe Winton | Transportation Laboratory (TL) Number | 044263 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | 3/4" HMA-A PAVING ON HWY 140 |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-34 M |
|---|---|---|---|
| Modified | Yes | Lot number | 8 |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | 35140232416V |
Test Details
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DIME Sample ID: 2023-10-15-8
DIME Test ID: 2023-10-15-8-4
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: 2023-11-20
Test Results
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 11/17/2023
Minimum test bath temperature at 240 s: -24.1 C
Maximum test bath temperature at 240 s: -23.9 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: 0.0 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: 80.700 mPa
Estimated Stiffness Modulus 60.0 s: 80.500 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.308
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 11/20/2023 ✔