Summary for Test 2026-08-19-59-2
Test performed: ASTM D217-21Project Information
| Project Identifiers | Project ID: 1000665 DEA: 081K4004 EFIS: 0819000031 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-15-3.5/6.8 |
| Award Date | 01/29/2025 |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), RDWY EXC, STR CONC RET WALL, RUBBERIZED HMA (OGFC). |
| Location Description | TEMECULA FROM 0.1 MI NORTH OF TEMECULA PARKWAY TO 0.2 MI NORTH OF WINCHESTER ROAD |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 08/19/2026 | Sample Unique Key | 59 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/21/2026 | 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 | RJ Noble QC |
| Last name of sampler or witnessed by | RHB | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | RJ Noble-Corona | |
| 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
DIME Sample ID: 2026-08-19-59
DIME Test ID: 2026-08-19-59-2
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: 2026-09-04
Test Results
Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Angelito Villegas
Date of test: 09/02/2026
Unworked Penetration, Test 1: 40 0.1 mm
Unworked Penetration, Test 2: 41 0.1 mm
Unworked Penetration, Test 3: 40 0.1 mm
Unworked Penetration: 40 0.1 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/4/2026 ✔
