Summary for Test 2023-07-06-45-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 215744 DEA: 033H93U4 EFIS: 0321000091 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB,BUT-70-25.5/25.8,0.0/3.8 |
| Award Date | 07/15/2021 |
| Closeout Date | Not set |
| Work Description | WIDEN ROADWAY & SHOULDER, ADD TURN LANES & CONSTRUCT BRIDGE. |
| Location Description | YUBA AND BUTTE COUNTIES ABOUT 11 MILES NORTH OF MARYSVILLE FROM 0.8 MILE NORTH OF CHANDLER ROAD TO 0.2 MILE SOUTH OF EAST GRIDLEY ROAD |
| QA Service Level | 1 (Verified on 05/20/2021) |
Sample Information
| Sample Taken Date | 07/06/2023 | Sample Unique Key | 45 |
|---|---|---|---|
| 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 | 07/18/2023 |
| Sample type | Department Acceptance | A brief description of the sample | PG 64-16 Valero |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Tony | Last name of sampler or witnessed by | Granados |
| Title of sampler | plants qc | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Teichert Hallwood | Transportation Laboratory (TL) Number | 803103 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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 | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2023-07-06-45
DIME Test ID: 2023-07-06-45-4
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: 2023-07-31
Test Results
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 07/28/2023
Minimum test bath temperature at 240 s: -6.0 C
Maximum test bath temperature at 240 s: -5.9 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: 66.900 mPa
Estimated Stiffness Modulus 60.0 s: 66.900 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.414
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 7/31/2023 ✔