Summary for Test 2023-08-15-52-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 215744 DEA: 033H93U4 EFIS: 0321000091 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB,BUT-70-25.5/25.8,0.0/3.8 |
| Award Date | 07/15/2021 |
| Closeout Date | 07/15/2025 |
| Work Description | WIDEN ROADWAY & SHOULDER, ADD TURN LANES & CONSTRUCT BRIDGE. |
| Location Description | YUBA AND BUTTE COUNTIES ABOUT 11 MILES NORTH OF MARYSVILLE FROM 0.8 MILE NORTH OF CHANDLER ROAD TO 0.2 MILE SOUTH OF EAST GRIDLEY ROAD |
| QA Service Level | 1 (Verified on 05/20/2021) |
Sample Information
| Sample Taken Date | 08/15/2023 | Sample Unique Key | 52 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/24/2023 | Sample type | Department Acceptance |
| A brief description of the sample | PG64-16 Rubber Blend | The quantity of what the sample constitutes | 1can |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | tim |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | teichert and sons | |
| Transportation Laboratory (TL) Number | 801992 | 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: 2023-08-15-52
DIME Test ID: 2023-08-15-52-3
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: 2023-08-29
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/28/2023
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 60 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 58 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 56 mm
Resilience 1: 41 %
Resilience 2: 43 %
Resilience 3: 44 %
Average Resilience: 43 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/29/2023 ✔