Summary for Test 2024-07-12-71-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 995031 DEA: 023H82U4 EFIS: 0223000011 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-44-0.0/37.2 |
| Award Date | 10/24/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | REPLACE AC SURFACING, PLACE RHMA, HMA, THERMOPLASTIC TRAFFIC STRIPE. |
| Location Description | LASSEN COUNTY ABOUT 9 MILES EAST OF OLD STATION FROM SHASTA COUNTY LINE TO ROUTE 36 |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 07/12/2024 | Sample Unique Key | 71 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/19/2024 | Sample type | Acceptance |
| A brief description of the sample | RUBBER | The quantity of what the sample constitutes | 2 cans of RUBBERt Binder |
| From where was the sample collected | Source | First name of sampler or witnessed by | Brandon |
| Last name of sampler or witnessed by | White | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction | |
| Transportation Laboratory (TL) Number | C848918 | 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 | ALBINA KLAMATH |
|---|---|---|---|
| Performance Grade | PG 58-22 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2024-07-12-71
DIME Test ID: 2024-07-12-71-3
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: 2024-07-25
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 07/24/2024
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 58 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 61 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 59 mm
Resilience 1: 42 %
Resilience 2: 39 %
Resilience 3: 41 %
Average Resilience: 41 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESILIENCE
Test was verified on 7/25/2024 ✔