Summary for Test 2026-10-07-34-4
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1001562 DEA: 010H5704 EFIS: 0117000237 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-101-20.9/28.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | PLACE ASPHALT, VEGETATION CONTROL & INSTALL HIGH TENSION CABLE BARRIER |
| Location Description | MENDOCINO COUNTY IN AND NEAR UKIAH FROM NORTH OF ROBINSON CREEK BRIDGE TO POMO LANE UNDERCROSSING |
| QA Service Level | 1 (Verified on 09/02/2025) |
Sample Information
| Sample Taken Date | 10/07/2026 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | Stanley |
| Last name of sampler or witnessed by | Emerry | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Ukiah | |
| Transportation Laboratory (TL) Number | 036217 | Inspector Lot Number from the Transportation Laboratory (TL) Form | 036217 |
| 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: 2026-10-07-34
DIME Test ID: 2026-10-07-34-4
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: 2026-10-13
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 10/13/2026
Temperature: 25 C
Ball Penetration (P1): 2 mm
Final Dial reading (F1): 66 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 66 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 66 mm
Resilience 1: 36 %
Resilience 2: 35 %
Resilience 3: 36 %
Average Resilience: 36 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENSE REBOUND
Test was verified on 10/13/2026 ✔