Summary for Test 2021-06-21-1-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 212324 DEA: 033F5104 EFIS: 0313000020 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB-20-R18.1/R20.1 |
| Award Date | 10/31/2019 |
| Closeout Date | 08/03/2023 |
| Work Description | Construct bridge, realign curve & widen shoulders. |
| Location Description | Construction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road. |
| QA Service Level | 1 (Verified on 02/27/2020) |
Sample Information
| Sample Taken Date | 06/21/2021 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/14/2021 | Sample type | Department Acceptance |
| A brief description of the sample | Asphalt Binder Sample | The quantity of what the sample constitutes | 1 Can #1 Test |
| From where was the sample collected | Source | First name of sampler or witnessed by | Not Provided |
| Last name of sampler or witnessed by | Not Provided | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Marathon | |
| Transportation Laboratory (TL) Number | 930936 | 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 | 3 | Asphalt Rubber Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-21-1
DIME Test ID: 2021-06-21-1-3
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: 2021-06-24
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 06/23/2021
Temperature: 25 C
Ball Penetration (P1): 4 mm
Final Dial reading (F1): 85 mm
Ball Penetration (P2): 4 mm
Final Dial reading (F2): 88 mm
Ball Penetration (P3): 6 mm
Final Dial reading (F3): 79 mm
Resilience 1: 19 %
Resilience 2: 16 %
Resilience 3: 27 %
Average Resilience: 21 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications
Test was verified on 6/24/2021 ✔