Summary for Test 2024-02-24-5-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 213405 DEA: 120R5504 EFIS: 1218000116 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-74-0.47 |
| Award Date | 05/24/2018 |
| Closeout Date | 07/01/2024 |
| Work Description | Remove and replace a damaged traffic light pole with new mast arm, signal head and place new concrete pole pile foundation. |
| Location Description | In Orange County on Route 74 at La Novia Intersection in the City of San Juan Capistrano |
| QA Service Level | 1 (Verified on 06/05/2018) |
Sample Information
| Sample Taken Date | 02/24/2024 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/06/2024 | Sample type | Verification |
| A brief description of the sample | TEST Asphalt Rubber Binder | The quantity of what the sample constitutes | 1can |
| From where was the sample collected | Source | First name of sampler or witnessed by | David |
| Last name of sampler or witnessed by | Nguyen | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | AAA-Corona | |
| Transportation Laboratory (TL) Number | 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: 2024-02-24-5
DIME Test ID: 2024-02-24-5-3
Testing Lab: CT D08 - Fontana Southern Regional 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: 2024-03-12
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 03/06/2024
Temperature: 25 C
Ball Penetration (P1): 2 mm
Final Dial reading (F1): 80 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F2): 80 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 80 mm
Resilience 1: 22 %
Resilience 2: 23 %
Resilience 3: 22 %
Average Resilience: 22 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/12/2024 ✔