Summary for Test 2025-06-25-81-3
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1000509 DEA: 010H6004 EFIS: 0117000240 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-1-33.7/R51.0 |
| Award Date | 11/25/2024 |
| Closeout Date | 09/29/2026 |
| Work Description | HMA, RHMA, COLD PLANE, GUARDRAIL, AND DELINEATION. |
| Location Description | MENDOCINO COUNTY NEAR ELK FROM 0.1 MILE NORTH OF GREENWOOD CREEK BRIDGE TO 0.2 MILE NORTH OF LITTLE LAKE ROAD AT MENDOCINO |
| QA Service Level | 1 (Verified on 09/20/2024) |
Sample Information
| Sample Taken Date | 06/25/2025 | Sample Unique Key | 81 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/17/2025 | Sample type | Quality Assurance |
| A brief description of the sample | PG 64-16 | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Plant QC |
| Last name of sampler or witnessed by | QC | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Bo Dean- Santa Rosa | |
| Transportation Laboratory (TL) Number | 827394 | 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 | 1 |
| Sublot number | 1 | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2025-06-25-81
DIME Test ID: 2025-06-25-81-3
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: 2025-07-21
Test Results
Input Type: Measured
Tester's full name: Luis Maca
Date of test: 07/21/2025
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 55 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 54 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 51 mm
Resilience 1: 46 %
Resilience 2: 47 %
Resilience 3: 50 %
Average Resilience: 48 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Resilience
Test was verified on 7/21/2025 ✔