Summary for Test 2025-10-06-72-3
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1000176 DEA: 034H76U4 EFIS: 0323000040 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-32-5.0/10.2 |
| Award Date | 06/17/2024 |
| Closeout Date | Not set |
| Work Description | REHABILITATE PAVEMENT, INSTALL SIGNAL, LIGHTING, DRAINAGE, & ADA RAMPS |
| Location Description | BUTTE COUNTY IN CHICO FROM MUIR AVENUE TO INTERCHANGE OF STATE ROUTES 99 AND 32 |
| QA Service Level | 1 (Verified on 04/18/2024) |
Sample Information
| Sample Taken Date | 10/06/2025 | Sample Unique Key | 72 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/04/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 64-16 | The quantity of what the sample constitutes | 1 CAN OF RUBBER |
| From where was the sample collected | Source | First name of sampler or witnessed by | MARK |
| Last name of sampler or witnessed by | atteberry | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | KNIFE RIVER | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | 955754 | |
| 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: 2025-10-06-72
DIME Test ID: 2025-10-06-72-3
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: 2025-11-18
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 11/18/2025
Temperature: 25 C
Ball Penetration (P1): 2 mm
Final Dial reading (F1): 64 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 63 mm
Ball Penetration (P3): 3 mm
Final Dial reading (F3): 66 mm
Resilience 1: 38 %
Resilience 2: 38 %
Resilience 3: 37 %
Average Resilience: 38 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENCE
Test was verified on 11/18/2025 ✔