Summary for Test 2026-09-22-66-2
Test performed: ASTM D217-21Project Information
| Project Identifiers | Project ID: 995494 DEA: 081K4904 EFIS: 0819000050 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R105.1/R105.9 |
| Award Date | 05/28/2024 |
| Closeout Date | Not set |
| Work Description | BUILDING WORK, HMA, AND TEMPORARY PORTABLE SANITARY FACILITIES. |
| Location Description | SAN BERNARDINO COUNTY ABOUT 36 MILES WEST OF NEEDLES FROM 2.1 MILES TO 1.3 MILES WEST OF GOFFS ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 01/18/2024) |
Sample Information
| Sample Taken Date | 09/22/2026 | Sample Unique Key | 66 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/24/2026 | Sample type | Verification |
| A brief description of the sample | Asphalt Rubber Binder | The quantity of what the sample constitutes | 1can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Luke |
| Last name of sampler or witnessed by | Hall | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Construction-Desert Hot Springs | |
| 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 | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2026-09-22-66
DIME Test ID: 2026-09-22-66-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM D217-21: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Test Release Date: 2026-10-15
Test Results
Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Angelito Villegas
Date of test: 10/09/2026
Unworked Penetration, Test 1: 28 0.1 mm
Unworked Penetration, Test 2: 27 0.1 mm
Unworked Penetration, Test 3: 27 0.1 mm
Unworked Penetration: 27 0.1 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/15/2026 ✔