Summary for Test 2026-09-15-59-3
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1000744 DEA: 042Q7204 EFIS: 0419000042 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-61-14.8/19.8 |
| Award Date | 08/29/2025 |
| Closeout Date | Not set |
| Work Description | PAVEMENT PRESERVATION |
| Location Description | ALAMEDA COUNTY FROM DAVIS STREET IN SAN LEANDRO TO ENCINAL AVENUE IN ALAMEDA |
| QA Service Level | 1 (Verified on 10/17/2024) |
Sample Information
| Sample Taken Date | 09/15/2026 | Sample Unique Key | 59 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/21/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 1 can of rubberized binder | The quantity of what the sample constitutes | 1 can |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Fernando |
| Last name of sampler or witnessed by | Vega | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | SJ-091526-1 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | DeSilva Gates Sunol | |
| Transportation Laboratory (TL) Number | SJ-091526-1 | Inspector Lot Number from the Transportation Laboratory (TL) Form | SJ-091526-1 |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | CRM |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | 1 |
| Sublot number | 1 | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2026-09-15-59
DIME Test ID: 2026-09-15-59-3
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: 2026-09-22
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 09/22/2026
Temperature: 25 C
Ball Penetration (P1): 2 mm
Final Dial reading (F1): 62 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F2): 63 mm
Ball Penetration (P3): 3 mm
Final Dial reading (F3): 64 mm
Resilience 1: 40 %
Resilience 2: 40 %
Resilience 3: 39 %
Average Resilience: 40 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENSE REBOUND
Test was verified on 9/22/2026 ✔