Summary for Test 2023-10-03-68-1
Test performed: ASTM D217-16Project Information
| Project Identifiers | Project ID: 995087 DEA: 051P5904 EFIS: 0522000086 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-1-0.0/5.0 |
| Award Date | 03/22/2023 |
| Closeout Date | 08/13/2024 |
| Work Description | Cold plane, RHMA-G |
| Location Description | Watsonville area, County line to Scenic pullout |
| QA Service Level | 1 (Verified on 08/21/2023) |
Sample Information
| Sample Taken Date | 10/03/2023 | Sample Unique Key | 68 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/19/2023 | Sample type | Verification |
| A brief description of the sample | 64-16 ARB | The quantity of what the sample constitutes | 2 Cans |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Wesley |
| Last name of sampler or witnessed by | Rider | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | 2023-10-03-31 | The fabricator/manufacturer/facility name | National Blending Company |
| Transportation Laboratory (TL) Number | 332 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | San Joaquin Refining Co Inc |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | 1 |
| Sublot number | 17 | Asphalt Rubber Binder Mix Number | 23_1354 |
Test Details
DIME Sample ID: 2023-10-03-68
DIME Test ID: 2023-10-03-68-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Test Release Date: 2023-10-23
Test Results
Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/20/2023
Unworked Penetration, Test 1: 47 0.1 mm
Unworked Penetration, Test 2: 50 0.1 mm
Unworked Penetration, Test 3: 51 0.1 mm
Unworked Penetration: 49 0.1 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/23/2023 ✔
