Summary for Test 2025-06-02-77-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 995057 DEA: 07321604 EFIS: 0716000049 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-1-0.0/18.0 |
| Award Date | 12/20/2023 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AND OVERLAY AC PAVEMENT AND UPGRADE ADA CURB RAMPS. |
| Location Description | LOS ANGELES COUNTY FROM STUDEBAKER ROAD TO PASEO DE LAS DELICIAS |
| QA Service Level | 1 (Verified on 08/08/2023) |
Sample Information
| Sample Taken Date | 06/02/2025 | Sample Unique Key | 77 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/05/2025 | 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 | Louis |
| Last name of sampler or witnessed by | RMA QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | RJ Noble Orange | |
| 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: 2025-06-02-77
DIME Test ID: 2025-06-02-77-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM D5329-16: 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: 06/30/2025
Temperature: 25 C
Ball Penetration (P1): 6 mm
Final Dial reading (F1): 74 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F2): 72 mm
Ball Penetration (P3): 8 mm
Final Dial reading (F3): 78 mm
Resilience 1: 32 %
Resilience 2: 31 %
Resilience 3: 30 %
Average Resilience: 31 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/2/2025 ✔