Summary for Test 2022-06-13-29-4
Test performed: AASHTO T313-19
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Project Information
| Project Identifiers | Project ID: 215789 DEA: 10462104 EFIS: 1013000266 |
|---|---|
| DIST-CO-RTE-PM | 10-TUO-108-R18.9/38.8 |
| Award Date | 08/02/2021 |
| Closeout Date | 06/26/2023 |
| Work Description | COLD PLANE, HMA, DRAINAGE REPLACEMENT, AND MODIFY TRAFFIC STATIONS. |
| Location Description | TUOLUMNE COUNTY IN AND NEAR LONG BARN FROM 0.1 MILE WEST OF LONG BARN ROAD TO 2.3 MILES EAST OF COW CREEK ROAD |
| QA Service Level | 1 (Verified on 06/04/2021) |
Sample Information
| Sample Taken Date | 06/13/2022 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 06/20/2022 |
| Sample type | Acceptance | A brief description of the sample | 3/4 " HMA-A SP R22 PG 58-34M |
| The quantity of what the sample constitutes | 2 cans | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | J | Last name of sampler or witnessed by | Kori |
| Title of sampler | Inspector | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | George Reed - Table Mountain Plant | Transportation Laboratory (TL) Number | 994759 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-34 M |
|---|---|---|---|
| Modified | Yes | Lot number | 1 |
| Sublot number | 1 | Tank number | |
| Time of sample | 06/13/2022 | 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: 2022-06-13-29
DIME Test ID: 2022-06-13-29-4
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: 2022-07-07
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 06/23/2022
Minimum test bath temperature at 240 s: -24.0 C
Maximum test bath temperature at 240 s: -24.0 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: 1015.0 mN
Beam deflection 60.0 s: 0.615 µm
Measured Stiffness Modulus 60.0 s: 132.000 mPa
Estimated Stiffness Modulus 60.0 s: 133.000 mPa
Difference between stiffness moduli 60.0 s: 0.76 %
Estimated m-value 60.0 s: 0.293
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 7/7/2022 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.