Summary for Test 2026-09-10-40-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 1001609 DEA: 040AA244 EFIS: 0419000455 |
|---|---|
| DIST-CO-RTE-PM | 04-CC, -680-R0.0/R7.7 |
| Award Date | 12/18/2025 |
| Closeout Date | Not set |
| Work Description | INDIVIDUAL SLAB REPLACEMENT, COLD PLAN AC PVMT, GRIND EXIST CONC PVMT. |
| Location Description | CONTRA COSTA COUNTY IN SAN RAMON AND DANVILLE FROM THE ALAMEDA COUNTY LINE TO 0.2 MILE NORTH OF DIABLO ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/06/2025) |
Sample Information
| Sample Taken Date | 09/10/2026 | Sample Unique Key | 40 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/11/2026 | Sample type | JMF Verification |
| A brief description of the sample | 2 cans of Rubberized Binder | The quantity of what the sample constitutes | 2 cans |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Rob |
| Last name of sampler or witnessed by | Lohman | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan- Pleasanton | |
| Transportation Laboratory (TL) Number | CPL091026-2 | Inspector Lot Number from the Transportation Laboratory (TL) Form | CPL091026-2 |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | Pacific Northwest |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2026-09-10-40
DIME Test ID: 2026-09-10-40-3
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: 2026-09-15
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 09/15/2026
Temperature: 25 C
Ball Penetration (P1): 2 mm
Final Dial reading (F1): 62 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 63 mm
Ball Penetration (P3): 4 mm
Final Dial reading (F3): 66 mm
Resilience 1: 40 %
Resilience 2: 39 %
Resilience 3: 38 %
Average Resilience: 39 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENCE REBOUND
Test was verified on 9/15/2026 ✔