Summary for Test 2022-07-08-99-5
Test performed: AASHTO T313-19Project 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 | 07/08/2022 | Sample Unique Key | 99 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/02/2022 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4 " HMA-A SP R22 PG 58-34M | The quantity of what the sample constitutes | 1 can |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Paul |
| Last name of sampler or witnessed by | Oei | Title of sampler | Plant QC |
| 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 | 034429 | 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 58-34 M |
|---|---|---|---|
| Modified | Yes | Lot number | 2 |
| Sublot number | 8 | 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 | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2022-07-08-99
DIME Test ID: 2022-07-08-99-5
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: 2022-08-15
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/14/2022
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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 87.100 mPa
Estimated Stiffness Modulus 60.0 s: 87.100 mPa
Difference between stiffness moduli 60.0 s: 0.01 %
Estimated m-value 60.0 s: 0.289
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 8/15/2022 ✔