Summary for Test 2025-03-24-100-3
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1000286 DEA: 070W7004 EFIS: 0723000032 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-405-44.7/48.64 |
| Award Date | 06/19/2024 |
| Closeout Date | 12/24/2025 |
| Work Description | INDIVIDUAL SLAB REPLACEMENT (RSC), & GRIND EXIST CONC PAVEMENT. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM NORDHOFF STREET UNDERCROSSING TO ROUTE 5/405 SEPARATION |
| QA Service Level | 1 (Verified on 09/16/2024) |
Sample Information
| Sample Taken Date | 03/24/2025 | Sample Unique Key | 100 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/14/2025 | 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 | John |
| Last name of sampler or witnessed by | Mejia | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan-Irwindale | |
| 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: 2025-03-24-100
DIME Test ID: 2025-03-24-100-3
Testing Lab: CT D08 - Fontana Southern Regional 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: 2025-07-02
Test Results
Input Type: Calculated
Tester's full name: Angelito Villegas
Date of test: 06/17/2025
Temperature: 25 C
Ball Penetration (P1): 7 mm
Final Dial reading (F1): 89 mm
Ball Penetration (P2): 7 mm
Final Dial reading (F2): 90 mm
Ball Penetration (P3): 6 mm
Final Dial reading (F3): 89 mm
Resilience 1: 18 %
Resilience 2: 17 %
Resilience 3: 17 %
Average Resilience: 17 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/2/2025 ✔