Summary for Test 2023-05-12-75-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 212880 DEA: 050F9704 EFIS: 0513000017 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-62.7 |
| Award Date | 03/17/2022 |
| Closeout Date | 02/14/2024 |
| Work Description | N. SOLEDAD OH DECK REPLACEMENT |
| Location Description | ON RTE 101 IN MONTEREY COUNTY NEAR SOLEDAD AT THE NORTH SOLEDAD OH BRIDGE BR 44-0091L/R |
| QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
| Sample Taken Date | 05/12/2023 | Sample Unique Key | 75 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/23/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Asphalt Rubber Binder | The quantity of what the sample constitutes | 1 can |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | A |
| Last name of sampler or witnessed by | Romiza | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Rock Aromas | |
| Transportation Laboratory (TL) Number | 000000 | 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 | 2 | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2023-05-12-75
DIME Test ID: 2023-05-12-75-3
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: 2023-05-30
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 05/25/2023
Temperature: 25 C
Ball Penetration (P1): 6 mm
Final Dial reading (F1): 52 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F2): 50 mm
Ball Penetration (P3): 4 mm
Final Dial reading (F3): 50 mm
Resilience 1: 54 %
Resilience 2: 55 %
Resilience 3: 54 %
Average Resilience: 54 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/30/2023 ✔