Summary for Test 2021-02-24-21-9
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 | 02/24/2021 | Sample Unique Key | 21 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/24/2021 | Sample type | Department 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 | Unknown |
| Last name of sampler or witnessed by | Unknown | 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 | 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 | San Joaquin Refinery - Bakersfield CA | Multigrade | Not set |
| Multigrade Type | Not set | 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: 2021-02-24-21
DIME Test ID: 2021-02-24-21-9
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: 2021-03-29
Test Results
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 02/24/2021
PG test temperature: 58.0 C
Average percent recovery at 0.1 kPa: 93.1900 %
Average percent recovery at 3.2 kPa: 84.6200 %
Nonrecoverable creep compliance: 0.1094
Nonrecoverable creep compliance: 0.2224
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 103.3700 %
General comments (publicly viewable) (Max 1000 characters): MSCR Study
Test was verified on 3/29/2021 ✔