Summary for Test 2022-09-07-94-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 993802 DEA: 041W8804 EFIS: 0421000104 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-101-R54.2/R56.2 |
| Award Date | 06/22/2022 |
| Closeout Date | 06/22/2023 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RHMA (TYPE G). |
| Location Description | SONOMA COUNTY NEAR CLOVERDALE FROM ROUTE 101/128 SEPARATION TO MENDOCINO COUNTY LINE |
| QA Service Level | 1 (Verified on 05/19/2022) |
Sample Information
| Sample Taken Date | 09/07/2022 | Sample Unique Key | 94 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/18/2022 | Sample type | Department Acceptance |
| A brief description of the sample | rubber | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | caleb |
| Last name of sampler or witnessed by | vogel | Title of sampler | Plant QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Construction | |
| Transportation Laboratory (TL) Number | 670375 | 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 | 1 |
| Sublot number | 1 | Asphalt Rubber Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-09-07-94
DIME Test ID: 2022-09-07-94-3
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: 2022-10-27
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/25/2022
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 56 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 60 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 58 mm
Resilience 1: 44 %
Resilience 2: 40 %
Resilience 3: 42 %
Average Resilience: 42 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/27/2022 ✔