Summary for Test 2022-10-19-36-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 993805 DEA: 070W1404 EFIS: 0721000062 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-1-4.4/9.7 |
| Award Date | 06/24/2022 |
| Closeout Date | 03/13/2025 |
| Work Description | COLD PLACE AC PAVEMENT AND PLACE RHMA-G. |
| Location Description | VENTURA COUNTY FROM BIG SYCAMORE MAINTENANCE STATION AND PARK TO 0.2 MILE SOUTH OF GALLEGUAS GREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
| Sample Taken Date | 10/19/2022 | Sample Unique Key | 36 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/24/2022 | 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 | Vulcan QC |
| Last name of sampler or witnessed by | Vulcan QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0705-22 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan-Saticoy | |
| 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: 2022-10-19-36
DIME Test ID: 2022-10-19-36-3
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: 2022-10-31
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 10/25/2022
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 70 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 72 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 70 mm
Resilience 1: 30 %
Resilience 2: 29 %
Resilience 3: 31 %
Average Resilience: 30 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/31/2022 ✔