Summary for Test 2023-05-11-84-1
Test performed: ASTM D217-16Project Information
| Project Identifiers | Project ID: 212880 DEA: 050F9704 EFIS: 0513000017 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-62.7 |
| Award Date | 03/17/2022 |
| Closeout Date | 02/14/2024 |
| Work Description | N. SOLEDAD OH DECK REPLACEMENT |
| Location Description | ON RTE 101 IN MONTEREY COUNTY NEAR SOLEDAD AT THE NORTH SOLEDAD OH BRIDGE BR 44-0091L/R |
| QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
| Sample Taken Date | 05/11/2023 | Sample Unique Key | 84 |
|---|---|---|---|
| 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 | 05/23/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Asphalt Rubber Binder |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | A | Last name of sampler or witnessed by | Romiza |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Rock Aromas | Transportation Laboratory (TL) Number | 000000 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | 1 |
| Sublot number | 1 | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2023-05-11-84
DIME Test ID: 2023-05-11-84-1
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: 2023-05-30
Test Results
Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 05/25/2023
Unworked Penetration, Test 1: 64 0.1 mm
Unworked Penetration, Test 2: 62 0.1 mm
Unworked Penetration, Test 3: 60 0.1 mm
Unworked Penetration: 62 0.1 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/30/2023 ✔