Summary for Test 2025-09-22-34-3
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 994535 DEA: 010H8404 EFIS: 0118000117 |
|---|---|
| DIST-CO-RTE-PM | 01-LAK-20-2.0/2.8 |
| Award Date | 07/21/2023 |
| Closeout Date | Not set |
| Work Description | RDWY EXC, PLACE HMA-A & RHMA, CONST SOLDIER PILE & RETAINING WALLS. |
| Location Description | LAKE COUNTY ABOUT 6 MILES WEST OF UPPER LAKE FROM 0.6 MILE WEST OF IRVINE AVENUE TO 0.1 MILE EAST OF MID LAKE ROAD |
| QA Service Level | 1 (Verified on 04/25/2023) |
Sample Information
| Sample Taken Date | 09/22/2025 | Sample Unique Key | 34 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/03/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2 RHMA-G 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 | Felipe |
| Last name of sampler or witnessed by | Damian | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Ukiah | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | 01-0H8404 | |
| 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: 2025-09-22-34
DIME Test ID: 2025-09-22-34-3
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: 2025-10-28
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 10/28/2025
Temperature: 25 C
Ball Penetration (P1): 4 mm
Final Dial reading (F1): 78 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 72 mm
Ball Penetration (P3): 3 mm
Final Dial reading (F3): 75 mm
Resilience 1: 26 %
Resilience 2: 30 %
Resilience 3: 28 %
Average Resilience: 28 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Resilience
Test was verified on 10/28/2025 ✔