Summary for Test 2022-10-07-22-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 993801 DEA: 032G3704 EFIS: 0321000118 |
|---|---|
| DIST-CO-RTE-PM | 03-COL,YOL-16-0.1/7.3,0.0/0.7 |
| Award Date | 06/27/2022 |
| Closeout Date | 07/26/2023 |
| Work Description | PARTIAL DEPTH RECYCLING, PLACE RHMA-G, & COLD PLANE AC PAVEMENT. |
| Location Description | COLUSA AND YOLO COUNTIES NEAR RUMSEY FROM 0.1 MILE SOUTH OF ROUTE 20 TO 1.3 MILES NORTH OF ROAD 40 |
| QA Service Level | 1 (Verified on 05/09/2022) |
Sample Information
| Sample Taken Date | 10/07/2022 | Sample Unique Key | 22 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/10/2022 | Sample type | Department Acceptance |
| A brief description of the sample | 64-16 | The quantity of what the sample constitutes | 1 cans |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Jared |
| Last name of sampler or witnessed by | Port | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Valero | |
| Transportation Laboratory (TL) Number | 875254 | 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 | Not set |
Test Details
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DIME Sample ID: 2022-10-07-22
DIME Test ID: 2022-10-07-22-3
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: 2022-10-14
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/13/2022
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 60 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 60 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 65 mm
Resilience 1: 40 %
Resilience 2: 40 %
Resilience 3: 35 %
Average Resilience: 38 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/14/2022 ✔