Summary for Test 2025-11-19-56-6
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1000014 DEA: 010H1504 EFIS: 0117000116 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-162-R0.0/25.7 |
| Award Date | 03/26/2024 |
| Closeout Date | Not set |
| Work Description | HMA, RHMA, AND GEOSYNTHETIC PAVEMENT INTERLAYER. |
| Location Description | MENDOCINO COUNTY NEAR LONGVALE FROM ROUTE 101 TO 1.1 MILES SOUTH OF POONKINNEY ROAD NEAR COVELO |
| QA Service Level | 1 (Verified on 01/10/2024) |
Sample Information
| Sample Taken Date | 11/19/2025 | Sample Unique Key | 56 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/25/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 1 can PG 64-16 Rubber binder | The quantity of what the sample constitutes | 1 can binder |
| From where was the sample collected | Source | First name of sampler or witnessed by | a |
| Last name of sampler or witnessed by | e | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 25-206 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Ukiah | |
| Transportation Laboratory (TL) Number | 035530 | 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: 2025-11-19-56
DIME Test ID: 2025-11-19-56-6
Testing Lab: Atlas - Denver
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: 2025-12-30
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 12/30/2025
Temperature: 25 C
Ball Penetration (P1): 4 mm
Final Dial reading (F1): 80 mm
Ball Penetration (P2): 7 mm
Final Dial reading (F2): 82 mm
Ball Penetration (P3): 4 mm
Final Dial reading (F3): 79 mm
Resilience 1: 24 %
Resilience 2: 25 %
Resilience 3: 25 %
Average Resilience: 25 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENCE
Test was verified on 12/30/2025 ✔