Summary for Test 2024-07-09-63-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 994945 DEA: 081J6304 EFIS: 0818000086 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-215-3.6/6.0 |
| Award Date | 09/22/2023 |
| Closeout Date | 07/23/2025 |
| Work Description | INDIVIDUAL SLAB REPLACEMENT (RSC) AND RHMA. |
| Location Description | SAN BERNARDINO COUNTY IN COLTON AND SAN BERNARDINO FROM 0.2 MILE SOUTH OF ROUTE 10/215 SEPARATION TO MILL STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 08/15/2023) |
Sample Information
| Sample Taken Date | 07/09/2024 | Sample Unique Key | 63 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/10/2024 | Sample type | Verification |
| A brief description of the sample | Asphalt Rubber Binder | The quantity of what the sample constitutes | 1can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Cesar |
| Last name of sampler or witnessed by | Gomez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| 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: 2024-07-09-63
DIME Test ID: 2024-07-09-63-3
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: 2024-07-18
Test Results
Input Type: Measured
Tester's full name: Sm Ali
Date of test: 07/12/2024
Temperature: 25 C
Ball Penetration (P1): 2 mm
Final Dial reading (F1): 82 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F2): 80 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 81 mm
Resilience 1: 20 %
Resilience 2: 23 %
Resilience 3: 20 %
Average Resilience: 21 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/18/2024 ✔