Summary for Test 2022-07-20-46-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 993593 DEA: 120S8804 EFIS: 1221000057 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-57-14.7/22.5 |
| Award Date | 04/19/2022 |
| Closeout Date | 12/13/2022 |
| Work Description | INSTALL INDIVIDUAL SLAB REPLACEMENT, RHMA AND TRAFFIC STRIPES. |
| Location Description | ORANGE COUNTY FROM LINCOLN AVENUE OVERCROSSING IN ANAHEIM TO LOS ANGELES COUNTY LINE IN BREA |
| QA Service Level | 1 (Verified on 03/21/2022) |
Sample Information
| Sample Taken Date | 07/20/2022 | Sample Unique Key | 46 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/27/2022 | 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 | Jimmy |
| Last name of sampler or witnessed by | Pham | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0499-22 | |
| 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 | ||
| 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: 2022-07-20-46
DIME Test ID: 2022-07-20-46-3
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: 2022-12-28
Test Results
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 07/29/2022
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 57 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 56 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 56 mm
Resilience 1: 43 %
Resilience 2: 44 %
Resilience 3: 44 %
Average Resilience: 44 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/28/2022 ✔