Summary for Test 2021-02-06-7-8
Test performed: AASHTO T350-19Project Information
| Project Identifiers | Project ID: 214293 DEA: 060S4604 EFIS: 0615000038 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-99-R0.9/R5.0 |
| Award Date | 12/05/2019 |
| Closeout Date | 05/11/2023 |
| Work Description | REPLACE CONCRETE AND ASPHALT PAVEMENT. |
| Location Description | FRESNO COUNTY IN AND NEAR KINGSBURG AND SELMA FROM ROUTE 99/201 SEPARATION TO 0.3 MILE SOUTH OF SECOND STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 08/05/2019) |
Sample Information
| Sample Taken Date | 02/06/2021 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 01/22/2021 |
| Sample type | Acceptance | A brief description of the sample | Project Sample |
| The quantity of what the sample constitutes | 1 of 2 | From where was the sample collected | Source |
| First name of sampler or witnessed by | G. | Last name of sampler or witnessed by | DITT |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CMI FRESNO | Transportation Laboratory (TL) Number | 790479 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Asphalt Binder Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | Not set |
| Multigrade Type | Not set | 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: 2021-02-06-7
DIME Test ID: 2021-02-06-7-8
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: 2021-03-29
Test Results
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 02/25/2021
PG test temperature: 64.0 C
Average percent recovery at 0.1 kPa: 0.0000 %
Average percent recovery at 3.2 kPa: 0.0000 %
Nonrecoverable creep compliance: 4.0900
Nonrecoverable creep compliance: 4.1911
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 2.4700 %
General comments (publicly viewable) (Max 1000 characters): MSCR Study
Test was verified on 3/29/2021 ✔