Summary for Test 2023-06-01-55-2
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 | 06/01/2023 | Sample Unique Key | 55 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/08/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Asphalt Rubber Binder | The quantity of what the sample constitutes | 1 gallon can |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | I |
| Last name of sampler or witnessed by | Grewal | Title of sampler | TE |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | VSS Emultech Bakersfield | |
| Transportation Laboratory (TL) Number | 754990 | 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 | |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2023-06-01-55
DIME Test ID: 2023-06-01-55-2
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: 2023-06-09
Test Results
Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 06/09/2023
Unworked Penetration, Test 1: 50 0.1 mm
Unworked Penetration, Test 2: 48 0.1 mm
Unworked Penetration, Test 3: 50 0.1 mm
Unworked Penetration: 49 0.1 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/9/2023 ✔