Summary for Test 2022-05-23-34-9
Test performed: AASHTO T350-19Project Information
| Project Identifiers | Project ID: 214700 DEA: 030F2804 EFIS: 0312000069 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-99-7.1/9.4 |
| Award Date | 01/21/2021 |
| Closeout Date | 08/21/2023 |
| Work Description | Dillard Overcrossing and McConnel Overhead |
| Location Description | Hwy 99, Elk Grove, CA |
| QA Service Level | 1 (Verified on 04/20/2020) |
Sample Information
| Sample Taken Date | 05/23/2022 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | 05/31/2022 |
| Sample type | Preliminary | A brief description of the sample | Virgen BINDER - RHMA-G/Plastic |
| The quantity of what the sample constitutes | 1 CAN | From where was the sample collected | Source |
| First name of sampler or witnessed by | Gerardo | Last name of sampler or witnessed by | Gerardo |
| Title of sampler | Quality Control Manager | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | VALERO | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Granite Construction Company - Bradshaw | |
| Certified Asphalt Supplier | Valero Marketing & Supply - Wilmington CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-05-23-34
DIME Test ID: 2022-05-23-34-9
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Test Release Date: 2022-06-21
Test Results
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/21/2022
PG test temperature: 64.0 C
Average percent recovery at 0.1 kPa: 6.7000 %
Average percent recovery at 3.2 kPa: 0.3100 %
Nonrecoverable creep compliance: 2.1415
Nonrecoverable creep compliance: 2.6462
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 23.5700 %
General comments (publicly viewable) (Max 1000 characters): "s" for Standard Traffic
Test was verified on 6/21/2022 ✔