Summary for Test 2024-06-20-119-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 210905 DEA: 081G5404 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV,SBD/RIV-VAR-VAR |
| Award Date | 09/01/2015 |
| Closeout Date | 05/10/2017 |
| Work Description | Upgrade irrigation systems in accordance with emergency drought declaration |
| Location Description | Various : In Sbd /Riv on Routes 10,15,40,60,62,71,91,111,210,215,259 |
| QA Service Level | 1 (Verified on 04/16/2024) |
Sample Information
| Sample Taken Date | 06/20/2024 | Sample Unique Key | 119 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/24/2024 | 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 | Idris |
| Last name of sampler or witnessed by | Najjar | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Blue Diamond-Victorville | |
| 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: 2024-06-20-119
DIME Test ID: 2024-06-20-119-3
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: 2024-06-26
Test Results
Input Type: Measured
Tester's full name: Sm Ali
Date of test: 06/26/2024
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 79 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 78 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 78 mm
Resilience 1: 21 %
Resilience 2: 22 %
Resilience 3: 22 %
Average Resilience: 22 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/26/2024 ✔