Summary for Test 2022-08-02-57-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 214524 DEA: 07304504 EFIS: 0714000067 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-57-R0.0/R4.5 |
| Award Date | 06/11/2020 |
| Closeout Date | 04/03/2025 |
| Work Description | CONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK. |
| Location Description | LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION |
| QA Service Level | 1 (Verified on 08/12/2020) |
Sample Information
| Sample Taken Date | 08/02/2022 | Sample Unique Key | 57 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 08/11/2022 |
| 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 | Victor | Last name of sampler or witnessed by | Pham |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0539-22 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan-Irwindale | 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: 2022-08-02-57
DIME Test ID: 2022-08-02-57-3
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: 2022-08-18
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 08/17/2022
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 64 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 64 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 63 mm
Resilience 1: 36 %
Resilience 2: 36 %
Resilience 3: 37 %
Average Resilience: 36 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/18/2022 ✔