Summary for Test 2024-10-01-81-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 993870 DEA: 120R5604 EFIS: 1218000117 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5,55,73,91,133,405-var |
| Award Date | 04/12/2023 |
| Closeout Date | 08/19/2026 |
| Work Description | PLACE RHMA-G, HMA, SLAB REPLACEMENT AND JPCP. |
| Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 06/14/2022) |
Sample Information
| Sample Taken Date | 10/01/2024 | Sample Unique Key | 81 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/04/2024 | 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 | JIMMY CUONG |
| Last name of sampler or witnessed by | jimmy | 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: 2024-10-01-81
DIME Test ID: 2024-10-01-81-3
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: 2024-10-15
Test Results
Input Type: Calculated
Tester's full name: Anthony Hernandez
Date of test: 10/11/2024
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 52 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 57 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 56 mm
Resilience 1: 48 %
Resilience 2: 45 %
Resilience 3: 46 %
Average Resilience: 46 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/15/2024 ✔