Summary for Test 2025-09-07-20-3
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1000751 DEA: 060Y1704 EFIS: 0619000004 |
|---|---|
| DIST-CO-RTE-PM | 06-KIN-41-0.0/15.5 |
| Award Date | 03/03/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PVMT, OVERLAY HMA AND RHMA. |
| Location Description | KINGS COUNTY NEAR KETTLEMAN CITY FROM THE KERN COUNTY LINE TO 0.8 MILE SOUTH OF ROUTE 5 |
| QA Service Level | 1 (Verified on 05/07/2025) |
Sample Information
| Sample Taken Date | 09/07/2025 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/17/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Asphalt Rubber Binder | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Unknown |
| Last name of sampler or witnessed by | Unknown | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Sierra Pacific - Avenal | |
| Transportation Laboratory (TL) Number | 00000 | 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: 2025-09-07-20
DIME Test ID: 2025-09-07-20-3
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: 2025-11-19
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 11/19/2025
Temperature: 25 C
Ball Penetration (P1): 5 mm
Final Dial reading (F1): 76 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F2): 74 mm
Ball Penetration (P3): 5 mm
Final Dial reading (F3): 76 mm
Resilience 1: 29 %
Resilience 2: 29 %
Resilience 3: 29 %
Average Resilience: 29 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENCE
Test was verified on 11/19/2025 ✔