Summary for Test 2022-01-06-47-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 214620 DEA: 07309304 EFIS: 0714000281 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210,405,605-Various |
| Award Date | 03/18/2020 |
| Closeout Date | 07/26/2022 |
| Work Description | REINFORCE STRUCTURAL CONCRETE BRIDGE AND PLACE RHMA SHOULDER PAVING. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 04/15/2020) |
Sample Information
| Sample Taken Date | 01/06/2022 | Sample Unique Key | 47 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/18/2022 | 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 | AAA Irwindale QC |
| Last name of sampler or witnessed by | AAA Irwindale QC | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | 0102-22 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | AAA-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: 2022-01-06-47
DIME Test ID: 2022-01-06-47-3
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: 2022-01-21
Test Results
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 01/20/2022
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 70 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 69 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 70 mm
Resilience 1: 30 %
Resilience 2: 31 %
Resilience 3: 30 %
Average Resilience: 30 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/21/2022 ✔