Summary for Test 2023-04-24-87-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 993703 DEA: 070W0404 EFIS: 0721000028 MINOR: 11A3471 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-90-0.9/T3.3 |
| Award Date | 06/09/2022 |
| Closeout Date | 02/05/2024 |
| Work Description | PCC GRINDING, SLAB REPLACEMENT, SLURRY SEAL & COLD PLANE AC PAVEMENT. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES AND CULVER CITY FROM ROUTE 1 TO SLAUSON AVENUE |
| QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
| Sample Taken Date | 04/24/2023 | Sample Unique Key | 87 |
|---|---|---|---|
| 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 | 05/04/2023 |
| 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 | 0236-23 | 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 |
Test Details
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DIME Sample ID: 2023-04-24-87
DIME Test ID: 2023-04-24-87-3
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: 2023-05-12
Test Results
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 05/09/2023
Temperature: 25 C
Ball Penetration (P1): 4 mm
Final Dial reading (F1): 85 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F2): 83 mm
Ball Penetration (P3): 3 mm
Final Dial reading (F3): 82 mm
Resilience 1: 19 %
Resilience 2: 20 %
Resilience 3: 21 %
Average Resilience: 20 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/12/2023 ✔