Summary for Test 2026-08-20-66-3
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 | 08/20/2026 | Sample Unique Key | 66 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 09/01/2026 |
| 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 | 036712 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 036712 | 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: 2026-08-20-66
DIME Test ID: 2026-08-20-66-3
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: 2026-09-02
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 09/02/2026
Temperature: 25 C
Ball Penetration (P1): 6 mm
Final Dial reading (F1): 61 mm
Ball Penetration (P2): 4 mm
Final Dial reading (F2): 60 mm
Ball Penetration (P3): 3 mm
Final Dial reading (F3): 60 mm
Resilience 1: 45 %
Resilience 2: 44 %
Resilience 3: 43 %
Average Resilience: 44 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENSE REBOUND
Test was verified on 9/2/2026 ✔