Summary for Test 2026-06-02-60-3
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1000997 DEA: 010J2104 EFIS: 0118000190 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-101-R2.6/23.9 |
| Award Date | 06/06/2025 |
| Closeout Date | Not set |
| Work Description | RHMA, HMA, AND COLD PLANE ASPHALT CONCRETE PAVEMENT. |
| Location Description | DEL NORTE COUNTY IN AND NEAR KLAMATH FROM 1.2 MILES SOUTH OF KLAMATH RIVER OVERFLOW TO 1.1 MILE NORTH OF HAMILTON ROAD |
| QA Service Level | 1 (Verified on 03/21/2025) |
Sample Information
| Sample Taken Date | 06/02/2026 | Sample Unique Key | 60 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/08/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2 RHMA PG 64-16 | The quantity of what the sample constitutes | 1 qt can |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | jason |
| Last name of sampler or witnessed by | huett | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mercer Fraser Boyd Road | |
| Transportation Laboratory (TL) Number | 26108 | Inspector Lot Number from the Transportation Laboratory (TL) Form | 26108 |
| 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: 2026-06-02-60
DIME Test ID: 2026-06-02-60-3
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: 2026-06-09
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 06/09/2026
Temperature: 25 C
Ball Penetration (P1): 9 mm
Final Dial reading (F1): 71 mm
Ball Penetration (P2): 7 mm
Final Dial reading (F2): 73 mm
Ball Penetration (P3): 3 mm
Final Dial reading (F3): 69 mm
Resilience 1: 38 %
Resilience 2: 34 %
Resilience 3: 34 %
Average Resilience: 35 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENCE REBOUND
Test was verified on 6/9/2026 ✔