Summary for Test 2021-09-09-13-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 215687 DEA: 074W6104 EFIS: 0719000104 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-18-0.0/4.5 |
| Award Date | 05/26/2021 |
| Closeout Date | 10/06/2022 |
| Work Description | PLACE RUBBERIZED HMA (GAP GRADED). |
| Location Description | LOS ANGELES COUNTY NEAR LLANO FROM SAN BERNARDINO COUNTY LINE TO JUNCTION ROUTE 138 |
| QA Service Level | 1 (Verified on 07/01/2021) |
Sample Information
| Sample Taken Date | 09/09/2021 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/10/2021 | Sample type | Per Request |
| 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 | William |
| Last name of sampler or witnessed by | Lucas | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0524-21 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite- Llano | |
| 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 | Not set |
Test Details
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DIME Sample ID: 2021-09-09-13
DIME Test ID: 2021-09-09-13-3
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: 2021-09-14
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 09/14/2021
Temperature: 25 C
Ball Penetration (P1): 3 mm
Final Dial reading (F1): 84 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 82 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 82 mm
Resilience 1: 19 %
Resilience 2: 18 %
Resilience 3: 18 %
Average Resilience: 18 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/14/2021 ✔