Summary for Test 2026-10-04-14-3
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1002670 DEA: 010L2204 EFIS: 0121000085 |
|---|---|
| DIST-CO-RTE-PM | 01-LAK-29-17.6/18 |
| Award Date | 06/12/2026 |
| Closeout Date | Not set |
| Work Description | Lake-29/ C St Left Turn Channelization |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/21/2026) |
Sample Information
| Sample Taken Date | 10/04/2026 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/12/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 1 can of rubberized binder | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Antonio |
| Last name of sampler or witnessed by | Dop | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | 036216 | The fabricator/manufacturer/facility name | Granite- Ukiah |
| Transportation Laboratory (TL) Number | 036216 | 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 | |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2026-10-04-14
DIME Test ID: 2026-10-04-14-3
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: 2026-10-16
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 10/16/2026
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 50 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 50 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 50 mm
Resilience 1: 51 %
Resilience 2: 50 %
Resilience 3: 50 %
Average Resilience: 50 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENSE REBOUND
Test was verified on 10/16/2026 ✔