Summary for Test 2024-10-10-23-5
Test performed: ASTM D217-16Project Information
| Project Identifiers | Project ID: 994574 DEA: 050C7334 EFIS: 0518000116 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-1-10.5/13.4 |
| Award Date | 06/29/2023 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT OVERCROSSING AND AUXILIARY LANE/ Replace Capitola Ave OC + RWs and SWs |
| Location Description | SANTA CRUZ COUNTY IN AND NEAR CITY OF CAPITOLA FROM STATE PARK DRIVE OVERCROSSING TO 0.2 MILE NORTH OF BAY AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 04/13/2023) |
Sample Information
| Sample Taken Date | 10/10/2024 | Sample Unique Key | 23 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/15/2024 | Sample type | Acceptance |
| A brief description of the sample | 1 qt Can of ARB | The quantity of what the sample constitutes | 10/10/24 |
| From where was the sample collected | Source | First name of sampler or witnessed by | Andy |
| Last name of sampler or witnessed by | Cecena | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite ARB Plant | |
| 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 | |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | 1 |
| Sublot number | 7 | Asphalt Rubber Binder Mix Number | 23_1696 |
Test Details
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DIME Sample ID: 2024-10-10-23
DIME Test ID: 2024-10-10-23-5
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: 2024-12-27
Test Results
Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Alexis Vargas-Bastida
Date of test: 12/27/2024
Unworked Penetration, Test 1: 47.2 0.1 mm
Unworked Penetration, Test 2: 48 0.1 mm
Unworked Penetration, Test 3: 46.2 0.1 mm
Unworked Penetration: 47 0.1 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/27/2024 ✔