Summary for Test 2026-08-28-43-3
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1000607 DEA: 081K6904 EFIS: 0819000090 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-5.7/11.8 |
| Award Date | 01/09/2025 |
| Closeout Date | Not set |
| Work Description | ROCK EXCAVATION, HMA (TYPE A), RHMA-G, AND CABLE NET DRAPERY SYSTEM. |
| Location Description | RIVERSIDE COUNTY IN AND NEAR LAKE ELSINORE FROM MONTE VISTA STREET TO GRAND AVENUE |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 08/28/2026 | Sample Unique Key | 43 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/31/2026 | 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 | Dylan |
| Last name of sampler or witnessed by | Nault | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Martin Mariett(CCA) Lake Elsinore | |
| 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: 2026-08-28-43
DIME Test ID: 2026-08-28-43-3
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: 2026-09-21
Test Results
Input Type: Measured
Tester's full name: Angelito Villegas
Date of test: 09/18/2026
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 55 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 56 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 56 mm
Resilience 1: 45 %
Resilience 2: 44 %
Resilience 3: 45 %
Average Resilience: 45 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/21/2026 ✔