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 | Not set |
| 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 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | 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
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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 ✔