Summary for Test 2023-06-19-39-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 994936 DEA: 051P1604 EFIS: 0521000179 |
|---|---|
| DIST-CO-RTE-PM | 05--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 06/28/2023) |
Sample Information
| Sample Taken Date | 06/19/2023 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | 06/29/2023 |
| Sample type | Quality Assurance | A brief description of the sample | PSU, Asphalt Binder Sample |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Source |
| First name of sampler or witnessed by | Issac | Last name of sampler or witnessed by | C |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Sierra Facific | Transportation Laboratory (TL) Number | 023299 |
| 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 | 1 |
| Sublot number | 1 | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2023-06-19-39
DIME Test ID: 2023-06-19-39-3
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: 2023-06-29
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 06/28/2023
Temperature: 25 C
Ball Penetration (P1): 4 mm
Final Dial reading (F1): 70 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F2): 71 mm
Ball Penetration (P3): 3 mm
Final Dial reading (F3): 72 mm
Resilience 1: 34 %
Resilience 2: 32 %
Resilience 3: 31 %
Average Resilience: 32 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/29/2023 ✔