Summary for Test 2024-09-25-66-3
Test performed: ASTM D5329-16Project 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 | 09/25/2024 | Sample Unique Key | 66 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/30/2024 | Sample type | Acceptance |
| A brief description of the sample | JMF - Asphalt Rubber Binder | The quantity of what the sample constitutes | 1 CAN |
| From where was the sample collected | Source | First name of sampler or witnessed by | Jason |
| Last name of sampler or witnessed by | Huett | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Camp Blue Lake | |
| Transportation Laboratory (TL) Number | 637145 | 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 |
Test Details
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DIME Sample ID: 2024-09-25-66
DIME Test ID: 2024-09-25-66-3
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: 2024-10-08
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/07/2024
Temperature: 25 C
Ball Penetration (P1): 3 mm
Final Dial reading (F1): 72 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 72 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 70 mm
Resilience 1: 31 %
Resilience 2: 29 %
Resilience 3: 30 %
Average Resilience: 30 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/8/2024 ✔