Summary for Test 2023-10-11-18-6
Test performed: ASTM D5329-16
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Project 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 | 10/11/2023 | Sample Unique Key | 18 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 10/11/2023 |
| 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 |
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: 2023-10-11-18
DIME Test ID: 2023-10-11-18-6
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): 5 mm
Ball Penetration (P2): 3 mm
Ball Penetration (P3): 5 mm
Final Dial reading (F1): 79 mm
Final Dial reading (F2): 76 mm
Final Dial reading (F3): 76 mm
Resilience 1: 26 %
Resilience 2: 27 %
Resilience 3: 29 %
Average Resilience: 27 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/23/2023 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.