Summary for Test 2022-07-07-79-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-101-37/40 |
| Award Date | 11/17/2020 |
| Closeout Date | 09/24/2024 |
| Work Description | PADRE JUAN REHAB |
| Location Description | VEN 101 |
| QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
| Sample Taken Date | 07/07/2022 | Sample Unique Key | 79 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/04/2022 | Sample type | Verification |
| A brief description of the sample | Asphalt Rubber Binder | The quantity of what the sample constitutes | 1 Quart Can |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Avo |
| Last name of sampler or witnessed by | Karajian | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0522-22 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite-Santa Paula | |
| 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 | Not set |
Test Details
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DIME Sample ID: 2022-07-07-79
DIME Test ID: 2022-07-07-79-3
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: 2022-08-17
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 08/09/2022
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 80 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 78 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 78 mm
Resilience 1: 21 %
Resilience 2: 23 %
Resilience 3: 22 %
Average Resilience: 22 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/17/2022 ✔