Summary for Test 2026-06-10-50-3
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1002310 DEA: 010P6404 EFIS: 0125000053 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101-R131.7/134.6 |
| Award Date | 02/17/2026 |
| Closeout Date | 10/22/2026 |
| Work Description | Boyes Creek Viaduct |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 06/15/2026) |
Sample Information
| Sample Taken Date | 06/10/2026 | Sample Unique Key | 50 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/18/2026 | Sample type | Quality Assurance |
| A brief description of the sample | pg 64-16 | The quantity of what the sample constitutes | 4 qts |
| 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 | 26117 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mercer Fraser Boyd Road | |
| Transportation Laboratory (TL) Number | 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2026-06-10-50
DIME Test ID: 2026-06-10-50-3
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: 2026-06-30
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 06/30/2026
Temperature: 25 C
Ball Penetration (P1): 2 mm
Final Dial reading (F1): 68 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F2): 75 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 68 mm
Resilience 1: 34 %
Resilience 2: 30 %
Resilience 3: 34 %
Average Resilience: 33 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENCE REBOUND
Test was verified on 6/30/2026 ✔