Summary for Test 2023-11-30-41-2
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 214708 DEA: 07323904 EFIS: 0716000072 |
|---|---|
| DIST-CO-RTE-PM | 07--- |
| Award Date | 03/27/2023 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC, PLACE RUBBERIZED HOT MIX AS |
| Location Description | VENTURA COUNTY NEAR VENTURA FROM ROUTE 1/101 SEPARATION TO MOBIL PIER ROAD. |
| QA Service Level | 1 (Verified on 07/12/2021) |
Sample Information
| Sample Taken Date | 11/30/2023 | Sample Unique Key | 41 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/04/2023 | 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 | Chris |
| Last name of sampler or witnessed by | Hurtado | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Saticoy/ Fish Canyon IRW/ Valero/ Ingevity/ Evotherm | |
| 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: 2023-11-30-41
DIME Test ID: 2023-11-30-41-2
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: 2023-12-13
Test Results
Input Type: Measured
Tester's full name: Sm Ali
Date of test: 12/08/2023
Temperature: 25 C
Ball Penetration (P1): 2 mm
Final Dial reading (F1): 70 mm
Ball Penetration (P2): 4 mm
Final Dial reading (F2): 73 mm
Ball Penetration (P3): 3 mm
Final Dial reading (F3): 71 mm
Resilience 1: 32 %
Resilience 2: 31 %
Resilience 3: 32 %
Average Resilience: 32 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/13/2023 ✔