Summary for Test 2023-02-03-32-2
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-101-37/40 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | PADRE JUAN REHAB |
| Location Description | VEN 101 |
| QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
| Sample Taken Date | 02/03/2023 | Sample Unique Key | 32 |
|---|---|---|---|
| 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 | 02/06/2023 |
| 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 | Avo | Last name of sampler or witnessed by | k |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0137-23 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite-Santa Paula | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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: 2023-02-03-32
DIME Test ID: 2023-02-03-32-2
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: 2023-02-15
Test Results
Input Type: Measured
Tester's full name: Sm Ali
Date of test: 02/08/2023
Temperature: 25 C
Final Dial reading (F1): 77 mm
Ball Penetration (P1): 3 mm
Final Dial reading (F2): 76 mm
Ball Penetration (P2): 4 mm
Final Dial reading (F3): 75 mm
Ball Penetration (P3): 3 mm
Resilience 1: 26 %
Resilience 2: 28 %
Resilience 3: 28 %
Average Resilience: 27 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/15/2023 ✔