Summary for Test 2026-05-05-49-2
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1000365 DEA: 033H9014 EFIS: 0323000075 |
|---|---|
| DIST-CO-RTE-PM | 03-SOL,YOL-50,80,113-Var |
| Award Date | 09/27/2024 |
| Closeout Date | Not set |
| Work Description | HMA, RHMA, SIGN STRUCTURE, CAMERA SYSTEMS, & FO CABLE SYSTEMS. |
| Location Description | SOLANO AND YOLO COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 09/17/2024) |
Sample Information
| Sample Taken Date | 05/05/2026 | Sample Unique Key | 49 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/14/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 64-16 rubber | The quantity of what the sample constitutes | 2 cans of rubber |
| From where was the sample collected | Source | First name of sampler or witnessed by | JET |
| Last name of sampler or witnessed by | CONSULTANT MT | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Valero Benicia | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | 977661 | |
| 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: 2026-05-05-49
DIME Test ID: 2026-05-05-49-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: ASTM D5329-20: Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements (Asphalt Pavement)
Test Release Date: 2026-05-20
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 05/20/2026
Temperature: 25 C
Ball Penetration (P1): 8 mm
Final Dial reading (F1): 72 mm
Ball Penetration (P2): 4 mm
Final Dial reading (F2): 68 mm
Ball Penetration (P3): 4 mm
Final Dial reading (F3): 67 mm
Resilience 1: 36 %
Resilience 2: 36 %
Resilience 3: 37 %
Average Resilience: 36 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENCE
Test was verified on 5/20/2026 ✔