Summary for Test 2020-09-25-32-9
Test performed: AASHTO T350-19Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 09/25/2020 | Sample Unique Key | 32 |
|---|---|---|---|
| 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 | 09/28/2020 |
| Sample type | Informational | A brief description of the sample | PG58-22 |
| The quantity of what the sample constitutes | Test for MSCR study | From where was the sample collected | Source |
| First name of sampler or witnessed by | C | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 853468 |
| 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 | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Not set | |
| Certified Asphalt Supplier | Not set | Multigrade | Not set |
| Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-09-25-32
DIME Test ID: 2020-09-25-32-9
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: 2021-03-30
Test Results
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 03/29/2021
PG test temperature: 58.0 C
Average percent recovery at 0.1 kPa: 11.0200 %
Average percent recovery at 3.2 kPa: 2.3400 %
Nonrecoverable creep compliance: 1.2119
Nonrecoverable creep compliance: 1.4890
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 22.8700 %
General comments (publicly viewable) (Max 1000 characters): MSCR study
Test was verified on 3/30/2021 ✔