Summary for Test 2022-07-14-77-1
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 993112 DEA: 021H4704 EFIS: 0216000044 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-5-36.3/41.6 |
| Award Date | 10/06/2021 |
| Closeout Date | 07/27/2023 |
| Work Description | ROADWAY EXCAVATION, HMA (TYPE A), CULVERT WORK AND RSP. |
| Location Description | TEHAMA COUNTY NEAR RED BLUFF FROM NINE MILE HILL OVERCROSSING TO 0.1 MILE NORTH OF BOWMAN ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
| Sample Taken Date | 07/14/2022 | Sample Unique Key | 77 |
|---|---|---|---|
| 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 | 07/29/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 58-34M BINDER // PSE |
| The quantity of what the sample constitutes | 1 OF 2 CANS | From where was the sample collected | Source |
| First name of sampler or witnessed by | SEE | Last name of sampler or witnessed by | TL101 |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | VALERO | Transportation Laboratory (TL) Number | C037266 |
| 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 | |
| Sublot number | 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: 2022-07-14-77
DIME Test ID: 2022-07-14-77-1
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: 2022-08-08
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/01/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.276 kPa
Phase Angle (δ) (for the 10 cycles): 73.1 degree
Complex Modulus (G*) (for the 10 measurements): 2.298 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.40 kPa
General comments (publicly viewable) (Max 1000 characters): ORIG
Test was verified on 8/8/2022 ✔