Summary for Test 2026-07-02-23-4
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 1002024 DEA: 044AC704 EFIS: 0420000148 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-8/15.3 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | PAVEMENT - Repaving from Nellen to Miller Creek |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/06/2026) |
Sample Information
| Sample Taken Date | 07/02/2026 | Sample Unique Key | 23 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/06/2026 | Sample type | Acceptance |
| A brief description of the sample | 4 cans of Rubberized Binder | The quantity of what the sample constitutes | 4, 1 quart cans of Binder |
| From where was the sample collected | Source | First name of sampler or witnessed by | Jose |
| Last name of sampler or witnessed by | Leon | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Dutra Richmond | |
| Transportation Laboratory (TL) Number | 2026070203 | Inspector Lot Number from the Transportation Laboratory (TL) Form | 2026070203 |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | Albina Chowchilla |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2026-07-02-23
DIME Test ID: 2026-07-02-23-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: ASTM D5329-16: 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: 2026-07-08
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 07/08/2026
Temperature: 25 C
Ball Penetration (P1): 2 mm
Final Dial reading (F1): 58 mm
Ball Penetration (P2): 4 mm
Final Dial reading (F2): 63 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 59 mm
Resilience 1: 44 %
Resilience 2: 41 %
Resilience 3: 42 %
Average Resilience: 42 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENCE REBOUND
Test was verified on 7/8/2026 ✔