Summary for Test 2022-08-16-44-7
Test performed: AASHTO T350-19Project Information
| Project Identifiers | Project ID: 215349 DEA: 081C0824 EFIS: 0816000087 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-R104.9/R134.2 |
| Award Date | 03/24/2021 |
| Closeout Date | 01/06/2025 |
| Work Description | PLACE HMA (TYPE A), JPCP AND IMPORTED BORROW. |
| Location Description | RIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC |
| QA Service Level | 1 (Verified on 03/01/2021) |
Sample Information
| Sample Taken Date | 08/16/2022 | Sample Unique Key | 44 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/22/2022 | Sample type | Department Acceptance |
| A brief description of the sample | PG Asphalt Binder | The quantity of what the sample constitutes | 4 Quart Cans |
| From where was the sample collected | Source | First name of sampler or witnessed by | Rigoberto |
| Last name of sampler or witnessed by | Arroyo | Title of sampler | QA Alta Vista |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Fisher Sand and Gravel-Tempe | |
| Transportation Laboratory (TL) Number | 08A3187 | 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 | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Holly Frontier Asphalt Company - Glendale AZ | 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: 2022-08-16-44
DIME Test ID: 2022-08-16-44-7
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: 2022-08-30
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/30/2022
PG test temperature: 58.0 C
Average percent recovery at 0.1 kPa: 87.4300 %
Average percent recovery at 3.2 kPa: 72.5600 %
Nonrecoverable creep compliance: 0.2414
Nonrecoverable creep compliance: 0.5255
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 117.7200 %
General comments (publicly viewable) (Max 1000 characters): MSCR
Test was verified on 8/30/2022 ✔