Summary for Test 2021-09-17-37-4
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215168 DEA: 101C5004 EFIS: 1016000026 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-4,5-T15.5/R16.7,25.8/26.5 |
| Award Date | 12/09/2020 |
| Closeout Date | 09/14/2023 |
| Work Description | CONSTRUCT JPCP, CRCP, AND APPROACH SLABS. |
| Location Description | SAN JOAQUIN COUNTY IN STOCKTON ON ROUTE 4 FROM 0.2 MILE EAST OF FRESNO AVENUE TO EL DORADO STREET AND ON ROUTE 5 FROM TAYLOR STREET OVERHEAD TO STOCKTON CHANNEL VIADUCT |
| QA Service Level | 1 (Verified on 10/19/2020) |
Sample Information
| Sample Taken Date | 09/17/2021 | Sample Unique Key | 37 |
|---|---|---|---|
| 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 | 10/07/2021 |
| Sample type | Department Acceptance | A brief description of the sample | BINDER |
| The quantity of what the sample constitutes | 2 CANS | From where was the sample collected | Source |
| First name of sampler or witnessed by | Adam | Last name of sampler or witnessed by | Z |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Valero | Transportation Laboratory (TL) Number | 034307 |
| 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 | Lot number | 1 | |
| 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 | Not set |
Test Details
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DIME Sample ID: 2021-09-17-37
DIME Test ID: 2021-09-17-37-4
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: 2021-10-22
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 10/19/2021
Minimum test bath temperature at 240 s: -6.1 C
Maximum test bath temperature at 240 s: -6 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 mN
Deflection at time 0.0 s: 0 µm
Load at time 0.5 s: 0 mN
Deflection at time 0.5 s: 0 µm
Load at 60.0 s: 0 mN
Beam deflection 60.0 s: 0 µm
Measured Stiffness Modulus 60.0 s: 75 mPa
Estimated Stiffness Modulus 60.0 s: 74.8 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.415
General comments (publicly viewable) (Max 1000 characters): 2018 Per Standard Specification
Test was verified on 10/22/2021 ✔