Summary for Test 2022-07-15-15-4
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215682 DEA: 031H1904 EFIS: 0316000065 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-80,244-M9.6/12.9,0.0/T0.8 |
| Award Date | 06/18/2021 |
| Closeout Date | 04/07/2025 |
| Work Description | COLD PLANE AC PAVEMENT, PLACE RHMA AND INDIVIDUAL SLAB REPLACEMENT. |
| Location Description | SACRAMENTO COUNTY IN AND NEAR SACRAMENTO ON ROUTE 80 FROM 0.2 MILE EAST OF LONGVIEW DRIVE OVERCROSSING TO 0.4 MILE EAST OF MADISON AVENUE OVERCROSSING AND ON ROUTE 244 FROM 0.3 MILE NORTH OF AUBURN BOULEVARD TO CONNECTOR TO ROUTE 80 |
| QA Service Level | 1 (Verified on 05/17/2021) |
Sample Information
| Sample Taken Date | 07/15/2022 | Sample Unique Key | 15 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 07/14/2022 |
| Sample type | Quality Assurance | 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 | Supplier |
| First name of sampler or witnessed by | Emilio | Last name of sampler or witnessed by | Chavez |
| Title of sampler | Senior Materials Tester | Telephone number of sampler | 9167651237 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Teichert Perkins | 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 64-16 |
|---|---|---|---|
| Modified | Lot number | 1 | |
| Sublot number | 2 | Tank number | |
| Time of sample | HMA Supplier | Teichert Perkins | |
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-07-15-15
DIME Test ID: 2022-07-15-15-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2022-07-29
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 07/27/2022
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: 57.400 mPa
Estimated Stiffness Modulus 60.0 s: 57.700 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.424
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 7/29/2022 ✔