Summary for Test 2024-08-13-118-1
Test performed: ASTM D217-16Project Information
| Project Identifiers | Project ID: 994895 DEA: 060X2804 EFIS: 0618000049 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5-60.1/66.2 |
| Award Date | 08/31/2023 |
| Closeout Date | 12/02/2025 |
| Work Description | COLD PLANE EXISTING PAVEMENT AND RESURFACE WITH HMA AND RHMA. |
| Location Description | FRESNO COUNTY ABOUT 21 MILES WEST OF MENDOTA FROM SHIELDS AVENUE OVERCROSSING TO MERCED COUNTY LINE |
| QA Service Level | 1 (Verified on 06/27/2023) |
Sample Information
| Sample Taken Date | 08/13/2024 | Sample Unique Key | 118 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/29/2024 | Sample type | Verification |
| A brief description of the sample | PG 64-16 | The quantity of what the sample constitutes | 1 of 1 |
| From where was the sample collected | Source | First name of sampler or witnessed by | Jonathon |
| Last name of sampler or witnessed by | Chaney | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Coalinga | |
| Transportation Laboratory (TL) Number | 027989 | 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
DIME Sample ID: 2024-08-13-118
DIME Test ID: 2024-08-13-118-1
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: 2024-09-05
Test Results
Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/05/2024
Unworked Penetration, Test 1: 26 0.1 mm
Unworked Penetration, Test 2: 30 0.1 mm
Unworked Penetration, Test 3: 30 0.1 mm
Unworked Penetration: 29 0.1 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/5/2024 ✔
