Summary for Test 2022-07-19-76-2
Test performed: AASHTO T315-20Project 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 | 07/19/2022 | Sample Unique Key | 76 |
|---|---|---|---|
| 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 | 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 | 2 cans | 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 | GRI QE | 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 | 034436 |
| 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 | 3 |
| Sublot number | 10 | 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: 2022-07-19-76
DIME Test ID: 2022-07-19-76-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-08-16
Test Results
Phase: RTFO residue two specimens
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/10/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.703 kPa
Phase Angle (δ) (for the 10 cycles): 57.4 degree
Complex Modulus (G*) (for the 10 measurements): 7.030 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 8.34 kPa
Stress Amplitude 2: 0.409 kPa
Phase Angle 2 (δ) (for the 10 cycles): 58.9 degree
Complex Modulus 2 (G*) (for the 10 measurements) : 4.086 kPa
Test Temperature (Specimen 2): 64.0 C
Dynamic Shear 2, G*/sin(δ): 4.77 kPa
Delta at 2.2 kpa: 60.0 degree
General comments (publicly viewable) (Max 1000 characters): RTFO
Test was verified on 8/16/2022 ✔