Summary for Test 2024-04-16-58-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 995232 DEA: 120U1704 EFIS: 1223000051 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-133,261-9.8/12.6,0.0/3.5 |
| Award Date | 12/27/2023 |
| Closeout Date | Not set |
| Work Description | COLD PLANE, OVERLAY, AND REFRESH PAVEMENT DELINEATION. |
| Location Description | ORANGE COUNTY IN IRVINE ON ROUTE 133 FROM TECHNOLOGY DRIVE UNDERCROSSING TO PORTOLA PARKWAY UNDERCROSSING AND ON ROUTE 261 FROM WALNUT AVENUE OVERCROSSING TO 0.6 MILE NORTH OF PORTOLA PARKWAY OVERCROSSING |
| QA Service Level | 1 (Verified on 10/16/2023) |
Sample Information
| Sample Taken Date | 04/16/2024 | Sample Unique Key | 58 |
|---|---|---|---|
| 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 | 04/23/2024 |
| 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 | Cuong | Last name of sampler or witnessed by | Pham |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | AAA-Corona | 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: 2024-04-16-58
DIME Test ID: 2024-04-16-58-3
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: 2024-05-08
Test Results
Input Type: Measured
Tester's full name: Sm Ali
Date of test: 05/02/2024
Temperature: 25 C
Final Dial reading (F1): 68 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 69 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 70 mm
Ball Penetration (P3): 0 mm
Resilience 1: 32 %
Resilience 2: 31 %
Resilience 3: 30 %
Average Resilience: 31 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2024 ✔