Summary for Test 2024-08-27-7-1
Test performed: ASTM D217-16Project Information
| Project Identifiers | Project ID: 1000022 DEA: 051Q4904 EFIS: 0523000037 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO,SB-166-R30.4/R35.0 |
| Award Date | 06/12/2024 |
| Closeout Date | 11/26/2024 |
| Work Description | COLD PLANE AC PAVEMENT AND OVERLAY WITH RHMA-G. |
| Location Description | SANTA BARBARA AND SAN LUIS OBISPO COUNTIES ABOUT 20 MILES EAST OF SANTA MARIA FROM CUYAMA RIVER BRIDGE TO CUYAMA RIVER BRIDGE. |
| QA Service Level | 1 (Verified on 01/19/2024) |
Sample Information
| Sample Taken Date | 08/27/2024 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/30/2024 | Sample type | Acceptance |
| A brief description of the sample | Asphalt Rubber Binder | The quantity of what the sample constitutes | 2 cans |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Isaac |
| Last name of sampler or witnessed by | Gleffe | Title of sampler | |
| Telephone number of sampler | 8053191237 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Griffith Edmonston-Lebec | |
| 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 | SJR |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | 1 |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2024-08-27-7
DIME Test ID: 2024-08-27-7-1
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: 2024-09-09
Test Results
Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/06/2024
Unworked Penetration, Test 1: 64 0.1 mm
Unworked Penetration, Test 2: 62 0.1 mm
Unworked Penetration, Test 3: 63 0.1 mm
Unworked Penetration: 63 0.1 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2024 ✔