Summary for Test 2024-02-29-49-6
Test performed: AASHTO T350-19Project Information
| Project Identifiers | Project ID: 55555 DEA: AMRL EFIS: AMRL |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for AASHTO Materials Reference Laboratory (AMRL). |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 02/29/2024 | Sample Unique Key | 49 |
|---|---|---|---|
| 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 | 03/26/2024 |
| Sample type | Quality Control | A brief description of the sample | Sample B |
| The quantity of what the sample constitutes | 2 of 2 cans of PG 64-28 | From where was the sample collected | Other |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Malusky |
| Title of sampler | AASSHTO Resource | Telephone number of sampler | (240) 436-4900 |
| Laboratory sample identification | Sample 276 B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | AASSHTO Resource | Transportation Laboratory (TL) Number | |
| 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 64-28 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | AASHTO resource | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2024-02-29-49
DIME Test ID: 2024-02-29-49-6
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: 2024-04-24
Test Results
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 04/22/2024
PG test temperature: 64.0 C
Average percent recovery at 0.1 kPa: 62.9600 %
Average percent recovery at 3.2 kPa: 34.3900 %
Nonrecoverable creep compliance: 45.3800
Nonrecoverable creep compliance: 0.7520
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 1.4861 %
General comments (publicly viewable) (Max 1000 characters): MSCR
Test was verified on 4/24/2024 ✔