Summary for Test 2023-06-02-43-2
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 214437 DEA: 07323104 EFIS: 0716000061 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R36.0/R40.6 |
| Award Date | 06/01/2022 |
| Closeout Date | 11/25/2024 |
| Work Description | PSR-TMDL |
| Location Description | LOS ANGELES COUNTY IN IRWINDALE AND AZUSA FROM 0.1 MILE EAST HIGHLAND AVENUE UNDERCROSSING TO SOUTH CITRUS AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 06/30/2021) |
Sample Information
| Sample Taken Date | 06/02/2023 | Sample Unique Key | 43 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/07/2023 | Sample type | Per Request |
| 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 | Jons |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0299-23 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan-Irwindale | |
| 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: 2023-06-02-43
DIME Test ID: 2023-06-02-43-2
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: 2023-06-15
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 06/12/2023
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 68 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 68 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 69 mm
Resilience 1: 33 %
Resilience 2: 32 %
Resilience 3: 33 %
Average Resilience: 33 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/15/2023 ✔