Summary for Test 2023-04-17-28-1
Test performed: ASTM D217-16Project Information
| Project Identifiers | Project ID: 994632 DEA: 061E6004 EFIS: 0622000067 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-166-9.0/24.6 |
| Award Date | 03/07/2023 |
| Closeout Date | 02/26/2024 |
| Work Description | Not set |
| Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN KERN COUNTY NEAR MARICOPA FROM 4.0 MILES EAST OF BASIC SCHOOL ROAD TO ROUTE 166/99 SEPARATION |
| QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
| Sample Taken Date | 04/17/2023 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/20/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Asphalt Rubber Binder 20% | The quantity of what the sample constitutes | 2 cans binder |
| From where was the sample collected | Source | First name of sampler or witnessed by | Tyler |
| Last name of sampler or witnessed by | Tapa | Title of sampler | |
| Telephone number of sampler | 916-291-9349 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | VSS Emultech West Sac | |
| 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 Rubber Binder | Asphalt modifier supplier | VSS Emultech |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2023-04-17-28
DIME Test ID: 2023-04-17-28-1
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: 2023-05-11
Test Results
Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 04/26/2023
Unworked Penetration, Test 1: 40 0.1 mm
Unworked Penetration, Test 2: 39 0.1 mm
Unworked Penetration, Test 3: 42 0.1 mm
Unworked Penetration: 40 0.1 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/11/2023 ✔