Summary for Test 2025-10-21-60-6
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 995119 EFIS: 0319000004 |
|---|---|
| DIST-CO-RTE-PM | 03-PLA-49-R8.7/R10.6 |
| Award Date | 12/08/2023 |
| Closeout Date | Not set |
| Work Description | CONC BARRIER, JPCP, HMA, RDWY EXC, RCP AND LIGHTING. |
| Location Description | PLACER COUNTY NEAR AUBURN FROM 0.3 MILE SOUTH OF LORENSEN ROAD/FLORENCE LANE TO 0.4 MILE NORTH OF LONE STAR ROAD |
| QA Service Level | 1 (Verified on 11/13/2023) |
Sample Information
| Sample Taken Date | 10/21/2025 | Sample Unique Key | 60 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/14/2025 | Sample type | Quality Assurance |
| A brief description of the sample | RHMA Blend | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Bryce |
| Last name of sampler or witnessed by | Moore | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | DeSilva Gates Marysville | |
| 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 | San Joaquin Refining |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number | 6653 |
Test Details
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DIME Sample ID: 2025-10-21-60
DIME Test ID: 2025-10-21-60-6
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: 2026-01-20
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 01/14/2026
Temperature: 25 C
Ball Penetration (P1): 3 mm
Final Dial reading (F1): 55 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F2): 58 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 51 mm
Resilience 1: 48 %
Resilience 2: 45 %
Resilience 3: 49 %
Average Resilience: 47 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENCE
Test was verified on 1/20/2026 ✔