Summary for Test 2024-06-10-42-2
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 994817 DEA: 010H5904 EFIS: 0117000239 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-1-87.8/105.6 |
| Award Date | 07/14/2023 |
| Closeout Date | 09/30/2025 |
| Work Description | PLACE HMA, REMOVE & INSTALL GUARDRAIL. |
| Location Description | MENDOCINO COUNTY NEAR ROCKPORT FROM NORTH OF SOUTH FORK COTTONEVA CREEK BRIDGE TO JUNCTION OF ROUTE 101 |
| QA Service Level | 1 (Verified on 05/22/2023) |
Sample Information
| Sample Taken Date | 06/10/2024 | Sample Unique Key | 42 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/12/2024 | Sample type | Acceptance |
| A brief description of the sample | 1 can PG 64-16 Rubber binder | The quantity of what the sample constitutes | 1 can RUBBER BINDER |
| From where was the sample collected | Source | First name of sampler or witnessed by | Felipe |
| Last name of sampler or witnessed by | Damian | Title of sampler | Plant QC |
| Telephone number of sampler | Laboratory sample identification | 24-089 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Valero - Benicia | |
| Transportation Laboratory (TL) Number | 802704 | 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 | Valero Benicia |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2024-06-10-42
DIME Test ID: 2024-06-10-42-2
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: 2024-06-17
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 06/14/2024
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 69 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 70 mm
Ball Penetration (P3): 3 mm
Final Dial reading (F3): 70 mm
Resilience 1: 32 %
Resilience 2: 32 %
Resilience 3: 33 %
Average Resilience: 32 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/17/2024 ✔