Summary for Test 2023-10-12-41-10
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 995087 DEA: 051P5904 EFIS: 0522000086 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-1-0.0/5.0 |
| Award Date | 03/22/2023 |
| Closeout Date | 08/13/2024 |
| Work Description | Cold plane, RHMA-G |
| Location Description | Watsonville area, County line to Scenic pullout |
| QA Service Level | 1 (Verified on 08/21/2023) |
Sample Information
| Sample Taken Date | 10/12/2023 | Sample Unique Key | 41 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/15/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 64-16 ARB | The quantity of what the sample constitutes | 2 Cans |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Wesley |
| Last name of sampler or witnessed by | Rider | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | National Blending Company | |
| 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 | San Joaquin Refining Co Inc |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number | 23_1354 |
Test Details
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DIME Sample ID: 2023-10-12-41
DIME Test ID: 2023-10-12-41-10
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: 2023-10-23
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/23/2023
Temperature: 25 C
Ball Penetration (P1): 2 mm
Final Dial reading (F1): 60 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 64 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 66 mm
Resilience 1: 42 %
Resilience 2: 37 %
Resilience 3: 34 %
Average Resilience: 38 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/23/2023 ✔