Summary for Test 2024-06-03-63-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 995533 DEA: 070W7104 EFIS: 0723000034 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-105-R13.4/R18.1 |
| Award Date | 03/05/2024 |
| Closeout Date | 03/14/2025 |
| Work Description | DIGOUT, SLURRY SEAL, COLD PLANE OVERLAY, AND PAVEMENT DELINEATION. |
| Location Description | LOS ANGELES COUNTY FROM LOS ANGELES RIVER BRIDGE SEPARATION IN PARAMOUNT TO STUDEBAKER ROAD IN NORWALK |
| QA Service Level | 1 (Verified on 01/22/2024) |
Sample Information
| Sample Taken Date | 06/03/2024 | Sample Unique Key | 63 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/05/2024 | Sample type | Verification |
| A brief description of the sample | 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 | ANTONY |
| Last name of sampler or witnessed by | Bahe | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| 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: 2024-06-03-63
DIME Test ID: 2024-06-03-63-3
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: 2024-06-12
Test Results
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 06/11/2024
Temperature: 25 C
Ball Penetration (P1): 5 mm
Final Dial reading (F1): 80 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 75 mm
Ball Penetration (P3): 5 mm
Final Dial reading (F3): 80 mm
Resilience 1: 25 %
Resilience 2: 26 %
Resilience 3: 25 %
Average Resilience: 25 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/12/2024 ✔