Summary for Test 2023-08-15-72-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 995018 DEA: 09392204 EFIS: 0922000038 |
|---|---|
| DIST-CO-RTE-PM | 09--- |
| Award Date | 04/13/2023 |
| Closeout Date | 11/08/2023 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/17/2023) |
Sample Information
| Sample Taken Date | 08/15/2023 | Sample Unique Key | 72 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 08/29/2023 |
| Sample type | Preliminary | A brief description of the sample | Asphalt rubber PSU |
| The quantity of what the sample constitutes | 2 cans of binder | From where was the sample collected | Source |
| First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | VSS Emultech West Sac | Transportation Laboratory (TL) Number | C 997702 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | |
|---|---|---|---|
| Performance Grade | PG 58-22 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2023-08-15-72
DIME Test ID: 2023-08-15-72-3
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: 2023-09-08
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/07/2023
Temperature: 25 C
Final Dial reading (F1): 65 mm
Ball Penetration (P1): 5 mm
Final Dial reading (F2): 70 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F3): 67 mm
Ball Penetration (P3): 6 mm
Resilience 1: 40 %
Resilience 2: 35 %
Resilience 3: 39 %
Average Resilience: 38 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/8/2023 ✔