Summary for Test 2022-04-29-25-4
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 993427 DEA: 061C4004 EFIS: 0621000165 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-198,245-37.5/41.3,6.0/8.1 |
| Award Date | 01/28/2022 |
| Closeout Date | 10/03/2022 |
| Work Description | COLD PLANE AC PAVEMENT, HMA (TYPE A), SLURRY SEAL, AND STRIPING. |
| Location Description | TULARE COUNTY NEAR THREE RIVERS ON ROUTE 198 FROM 0.3 MILE EAST OF THREE RIVERS DRIVE TO ROAD TO SAINT ANTHONY AND IN WOODLAKE ON ROUTE 245 FROM SAINT JOHNS RIVER TO CAJON AVENUE |
| QA Service Level | 1 (Verified on 12/06/2021) |
Sample Information
| Sample Taken Date | 04/29/2022 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 05/04/2022 |
| Sample type | Department Acceptance | A brief description of the sample | binder |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Source |
| First name of sampler or witnessed by | Eric | Last name of sampler or witnessed by | Schmieres |
| Title of sampler | qc | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | San Joaquin Refinery | Transportation Laboratory (TL) Number | 772546 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Porterville Asphalt | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-04-29-25
DIME Test ID: 2022-04-29-25-4
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: 2022-05-13
Test Results
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 05/13/2022
Minimum test bath temperature at 240 s: 0 C
Maximum test bath temperature at 240 s: 0.1 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: 991 mN
Beam deflection 60.0 s: 0 µm
Measured Stiffness Modulus 60.0 s: 160 mPa
Estimated Stiffness Modulus 60.0 s: 160 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.469
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/13/2022 ✔