Summary for Test 2025-09-03-53-3
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 1000061 DEA: 051Q4804 EFIS: 0523000036 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-1-R5.0/8.9 |
| Award Date | 04/10/2024 |
| Closeout Date | 04/02/2025 |
| Work Description | RHMA OVERLAY, STRIPING AND MODIFY TRAFFIC STATIONS. |
| Location Description | SANTA CRUZ COUNTY FROM 0.9 MILE NORTH OF BUENA VISTA DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF RIO DEL MAR OVERCROSSING |
| QA Service Level | 1 (Verified on 02/05/2024) |
Sample Information
| Sample Taken Date | 09/03/2025 | Sample Unique Key | 53 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/12/2025 | Sample type | No Test |
| A brief description of the sample | 5 qt Can | The quantity of what the sample constitutes | SL 18 |
| From where was the sample collected | Source | First name of sampler or witnessed by | Jerrod |
| Last name of sampler or witnessed by | Naval | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | FNF at Graniterock Aromas | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | 00000 | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | San Joaquin Refining Co Inc |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number | 886 |
Test Details
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DIME Sample ID: 2025-09-03-53
DIME Test ID: 2025-09-03-53-3
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: 2025-11-19
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 11/19/2025
Temperature: 25 C
Ball Penetration (P1): 3 mm
Final Dial reading (F1): 79 mm
Ball Penetration (P2): 4 mm
Final Dial reading (F2): 77 mm
Ball Penetration (P3): 8 mm
Final Dial reading (F3): 84 mm
Resilience 1: 24 %
Resilience 2: 27 %
Resilience 3: 24 %
Average Resilience: 25 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENCE
Test was verified on 11/19/2025 ✔