Summary for Test 2023-09-19-28-5
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 993208 DEA: 034F38U4 EFIS: 0321000092 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB-70-16.2/25.8 |
| Award Date | 11/04/2021 |
| Closeout Date | 07/15/2025 |
| Work Description | WIDEN SHOULDERS AND IMPROVE CLEAR RECOVERY ZONE. |
| Location Description | YUBA COUNTY NEAR MARYSVILLE FROM 0.2 MILE NORTH OF LAURELLEN ROAD TO SOUTH HONCUT CREEK BRIDGE |
| QA Service Level | 1 (Verified on 09/10/2021) |
Sample Information
| Sample Taken Date | 09/19/2023 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/22/2023 | Sample type | Verification |
| A brief description of the sample | PG64-16 | The quantity of what the sample constitutes | 1 of 1 |
| From where was the sample collected | Source | First name of sampler or witnessed by | Tim |
| Last name of sampler or witnessed by | (Plant QC Rep) | Title of sampler | Plant QC Rep |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Valero - Benicia, CA | |
| Transportation Laboratory (TL) Number | 931004 | 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 | DeSilva Gates | |
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2023-09-19-28
DIME Test ID: 2023-09-19-28-5
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: 2023-10-03
Test Results
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 10/03/2023
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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 37.800 MPa
Estimated Stiffness Modulus 60.0 s: 37.800 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.440
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 10/3/2023 ✔