Summary for Test 2025-04-22-88-3
Test performed: ASTM D5329-20Project Information
| Project Identifiers | Project ID: 995002 DEA: 010H5804 EFIS: 0117000238 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-299-R7.6/R29.2 |
| Award Date | 09/25/2023 |
| Closeout Date | 12/29/2025 |
| Work Description | RHMA, HMA AND REPLACE AC SURFACING. |
| Location Description | HUMBOLDT COUNTY AT VARIOUS LOCATIONS FROM 0.5 MILE EAST OF BLUE LAKE BOULEVARD TO 0.1 MILE EAST OF TITLOW HILL ROW |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 04/22/2025 | Sample Unique Key | 88 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/19/2025 | Sample type | Production Start-Up |
| A brief description of the sample | Start UP - Asphalt Rubber Binder | The quantity of what the sample constitutes | 2 cans |
| From where was the sample collected | Source | First name of sampler or witnessed by | G |
| Last name of sampler or witnessed by | Thorpe | Title of sampler | Inspector |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kernan Blue Lake | |
| Transportation Laboratory (TL) Number | 972443 | 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 | 1 |
| Sublot number | 1 | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2025-04-22-88
DIME Test ID: 2025-04-22-88-3
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: 2025-05-23
Test Results
Input Type: Measured
Tester's full name: Luis Maca
Date of test: 05/21/2025
Temperature: 25 C
Ball Penetration (P1): 5 mm
Final Dial reading (F1): 72 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F2): 73 mm
Ball Penetration (P3): 4 mm
Final Dial reading (F3): 70 mm
Resilience 1: 33 %
Resilience 2: 32 %
Resilience 3: 34 %
Average Resilience: 33 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Resilience
Test was verified on 5/23/2025 ✔