Summary for Test 2022-08-16-56-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 993609 DEA: 09388804 EFIS: 0921000038 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-58-R123.0/R125.3 |
| Award Date | 04/21/2022 |
| Closeout Date | 10/13/2022 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RHMA-G. |
| Location Description | IN KERN COUNTY ABOUT 10 MILES EAST OF MOJAVE FROM 4.6 MILES TO 2.3 MILES WEST OF CALIFORNIA CITY BOULEVARD |
| QA Service Level | 1 (Verified on 03/28/2022) |
Sample Information
| Sample Taken Date | 08/16/2022 | Sample Unique Key | 56 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/14/2022 | 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 | S |
| Last name of sampler or witnessed by | Ahumada | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0633-22 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Griffith Edmonston-Lebec | |
| 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: 2022-08-16-56
DIME Test ID: 2022-08-16-56-3
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: 2022-09-20
Test Results
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 09/16/2022
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 77 mm
Ball Penetration (P2): 75 mm
Final Dial reading (F2): 0 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 77 mm
Resilience 1: 24 %
Resilience 2: 25 %
Resilience 3: 24 %
Average Resilience: 24 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/20/2022 ✔