Summary for Test 2021-09-22-51-4
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 214964 DEA: 051F9204 EFIS: 0514000075 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-9-0.9/7.5 |
| Award Date | 02/10/2021 |
| Closeout Date | 11/28/2022 |
| Work Description | REMOVE AND REPLACE DRAINAGE SYSTEMS. |
| Location Description | SANTA CRUZ COUNTY IN AND NEAR SANTA CRUZ AT VARIOUS LOCATIONS FROM 0.4 MILE NORTH OF VERNON STREET TO EL SOLYO HEIGHTS DRIVE |
| QA Service Level | 1 (Verified on 08/31/2020) |
Sample Information
| Sample Taken Date | 09/22/2021 | Sample Unique Key | 51 |
|---|---|---|---|
| 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 | 10/01/2021 |
| Sample type | Acceptance | A brief description of the sample | 64-10 |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Romiza |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Felton | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | c748983 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
|---|---|---|---|
| Modified | No | Lot number | 1 |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | Granite Felton | |
| 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: 2021-09-22-51
DIME Test ID: 2021-09-22-51-4
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: 2021-10-28
Test Results
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 10/28/2021
Minimum test bath temperature at 240 s: 0.0 C
Maximum test bath temperature at 240 s: 0.0 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: 50.000 mPa
Estimated Stiffness Modulus 60.0 s: 50.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.300
General comments (publicly viewable) (Max 1000 characters): bbr
Test was verified on 10/28/2021 ✔