Summary for Test 2023-06-08-31-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 06/08/2023 | Sample Unique Key | 31 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/12/2023 | Sample type | Verification |
| A brief description of the sample | PG 64-16 RHMA | The quantity of what the sample constitutes | 1 OF 4 CANS |
| From where was the sample collected | Source | First name of sampler or witnessed by | Alan |
| Last name of sampler or witnessed by | OLIVER | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Jaxon Baker/Deer Creek | |
| 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 | AMERICAN PAVMENT SYSTEMS |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2023-06-08-31
DIME Test ID: 2023-06-08-31-3
Testing Lab: CT HQ - Sacramento Asphalt Binder 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: 2023-06-14
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 06/13/2023
Temperature: 25 C
Ball Penetration (P1): 8 mm
Final Dial reading (F1): 74 mm
Ball Penetration (P2): 8 mm
Final Dial reading (F2): 78 mm
Ball Penetration (P3): 9 mm
Final Dial reading (F3): 73 mm
Resilience 1: 34 %
Resilience 2: 30 %
Resilience 3: 36 %
Average Resilience: 33 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/14/2023 ✔