Summary for Test 2022-05-17-62-1
Test performed: ASTM D217-16Project Information
| Project Identifiers | Project ID: 993523 DEA: 051N6604 EFIS: 0521000075 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-35-3.5/7.7 |
| Award Date | 03/10/2022 |
| Closeout Date | 10/20/2022 |
| Work Description | COLD PLANE EXISTING ROADWAY AND PLACE RHMA-G OVERLAY. |
| Location Description | SANTA CRUZ COUNTY NEAR LEXINGTON HILLS FROM BEAR CREEK ROAD TO SANTA CLARA COUNTY LINE |
| QA Service Level | 1 (Verified on 02/16/2022) |
Sample Information
| Sample Taken Date | 05/17/2022 | Sample Unique Key | 62 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/31/2022 | Sample type | Department Acceptance |
| A brief description of the sample | BINDER | The quantity of what the sample constitutes | 1 CAN |
| From where was the sample collected | Other | First name of sampler or witnessed by | A |
| Last name of sampler or witnessed by | J | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | A.R. WILSON QUARRY | |
| Transportation Laboratory (TL) Number | C748989 | 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 | 1 |
| Sublot number | 2 | Asphalt Rubber Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-05-17-62
DIME Test ID: 2022-05-17-62-1
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: 2022-08-03
Test Results
Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 08/03/2022
Unworked Penetration, Test 1: 33 0.1 mm
Unworked Penetration, Test 2: 32 0.1 mm
Unworked Penetration, Test 3: 31 0.1 mm
Unworked Penetration: 32 0.1 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/3/2022 ✔
