Summary for Test 2026-04-01-107-3
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1001306 DEA: 023H7704 EFIS: 0218000039 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-99-0.0/12.5 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | VINA REHAB: PLACE HMA, INSTALL CULVERTS, AND INSTALL GUARDRAIL. |
| Location Description | TEHAMA COUNTY IN AND NEAR LOS MOLINOS FROM BUTTE COUNTY LINE TO LOS MOLINOS CREEK BRIDGE |
| QA Service Level | 1 (Verified on 06/12/2025) |
Sample Information
| Sample Taken Date | 04/01/2026 | Sample Unique Key | 107 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/30/2026 | Sample type | Verification |
| A brief description of the sample | PG 64-16 Rubber Blend | The quantity of what the sample constitutes | 5 Quart Cans |
| From where was the sample collected | Source | First name of sampler or witnessed by | Unknown |
| Last name of sampler or witnessed by | Unknown | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | American Pavement Systems | |
| 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 | 25540 |
Test Details
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DIME Sample ID: 2026-04-01-107
DIME Test ID: 2026-04-01-107-3
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: 2026-05-21
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 05/21/2026
Temperature: 25 C
Ball Penetration (P1): 9 mm
Final Dial reading (F1): 67 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 56 mm
Ball Penetration (P3): 4 mm
Final Dial reading (F3): 60 mm
Resilience 1: 42 %
Resilience 2: 46 %
Resilience 3: 44 %
Average Resilience: 44 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENCE REBOUND
Test was verified on 5/21/2026 ✔