Summary for Test 2023-04-01-5-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 215456 DEA: 07293604 EFIS: 0713000238 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-405-14.3/15.8 |
| Award Date | 05/26/2021 |
| Closeout Date | 07/03/2025 |
| Work Description | CONSTRUCT AUXILIARY LANE AND WIDEN ON AND OFF RAMPS. |
| Location Description | LOS ANGELES COUNTY IN TORRANCE BETWEEN WESTERN AVENUE UNDERCROSSING AND WEST 182ND STREET |
| QA Service Level | 1 (Verified on 07/07/2021) |
Sample Information
| Sample Taken Date | 04/01/2023 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/05/2023 | 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 | Victor |
| Last name of sampler or witnessed by | Pham | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0191-23 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | AAA-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: 2023-04-01-5
DIME Test ID: 2023-04-01-5-3
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: 2023-05-15
Test Results
Input Type: Measured
Tester's full name: Sm Ali
Date of test: 04/08/2023
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 70 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 72 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 71 mm
Resilience 1: 30 %
Resilience 2: 28 %
Resilience 3: 29 %
Average Resilience: 29 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/15/2023 ✔