Summary for Test 2024-09-10-68-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 993119 DEA: 021J7104 EFIS: 0220000120 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-29.77/L30.88 |
| Award Date | 06/06/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | TRINITY 3 PAVEMENT AND DRAINAGE |
| Location Description | TRINITY COUNTY NEAR DOUGLAS CITY FROM READING CREEK BRIDGE TO ROUTE 299 |
| QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
| Sample Taken Date | 09/10/2024 | Sample Unique Key | 68 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/16/2024 | Sample type | Production Start-Up |
| A brief description of the sample | Asphalt Rubber Binder | The quantity of what the sample constitutes | 1 of 2 cans |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Brandon |
| Last name of sampler or witnessed by | White | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis Northstate Asphalt | |
| Transportation Laboratory (TL) Number | C858077 | 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 | |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2024-09-10-68
DIME Test ID: 2024-09-10-68-3
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: 2024-09-25
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/25/2024
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 63 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 68 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 67 mm
Resilience 1: 37 %
Resilience 2: 33 %
Resilience 3: 34 %
Average Resilience: 35 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/25/2024 ✔