Summary for Test 2025-09-05-83-6
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1000363 DEA: 010H5504 EFIS: 0117000235 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-101-55.0/64.9 |
| Award Date | 08/15/2024 |
| Closeout Date | Not set |
| Work Description | HMA, RHMA, AND COLD PLANE ASPHALT CONCRETE PAVEMENT. |
| Location Description | MENDOCINO COUNTY NEAR LONGVALE FROM 2.6 MILES SOUTH OF ARNOLD BRIDGE OVERHEAD 10-179 TO 0.1 MILE NORTH OF LONG VALLEY CREEK BRIDGE 10-99 |
| QA Service Level | 1 (Verified on 07/08/2024) |
Sample Information
| Sample Taken Date | 09/05/2025 | Sample Unique Key | 83 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 09/12/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2 RHMA PG 64-16 JMF |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Stanley | Last name of sampler or witnessed by | E |
| Title of sampler | QC | 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 | 778818 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | Granite Ukiah |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | 5 |
| Sublot number | 15 | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2025-09-05-83
DIME Test ID: 2025-09-05-83-6
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): 65 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 64 mm
Ball Penetration (P3): 4 mm
Final Dial reading (F3): 67 mm
Resilience 1: 39 %
Resilience 2: 38 %
Resilience 3: 37 %
Average Resilience: 38 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENCE
Test was verified on 12/30/2025 ✔