Summary for Test 2026-08-31-46-6
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1002597 DEA: 021K0404 EFIS: 0224000045 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-273-7/11 |
| Award Date | 06/17/2026 |
| Closeout Date | Not set |
| Work Description | Happy Valley BWC |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/31/2026) |
Sample Information
| Sample Taken Date | 08/31/2026 | Sample Unique Key | 46 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/28/2026 | Sample type | JMF Verification |
| A brief description of the sample | 2 cans of Rubberized Binder | The quantity of what the sample constitutes | 2, 1 quart cans |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Cynthia |
| Last name of sampler or witnessed by | Bryant | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | JF Shea- Clear Creek | |
| Transportation Laboratory (TL) Number | 875948 | Inspector Lot Number from the Transportation Laboratory (TL) Form | 875948 |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | FNF Construction |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2026-08-31-46
DIME Test ID: 2026-08-31-46-6
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: 2026-09-30
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 09/30/2026
Temperature: 25 C
Ball Penetration (P1): 5 mm
Final Dial reading (F1): 53 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 48 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 50 mm
Resilience 1: 52 %
Resilience 2: 53 %
Resilience 3: 52 %
Average Resilience: 52 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENSE REBOUND CAN 2
Test was verified on 9/30/2026 ✔