Summary for Test 2021-05-26-24-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 210689 DEA: 041J5604 EFIS: 0413000206 COOP: 042595 |
|---|---|
| DIST-CO-RTE-PM | 04-SM-101-6.3/20.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | The extension of HOV Lanes in both directions |
| Location Description | On U.S. 101 from Whipple Avenue to I-380 in San Mateo County |
| QA Service Level | 2 (Verified on 05/12/2017) |
Sample Information
| Sample Taken Date | 05/26/2021 | Sample Unique Key | 24 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/01/2021 | Sample type | Department Acceptance |
| A brief description of the sample | TEST Asphalt Rubber Binder | The quantity of what the sample constitutes | 3 cans |
| From where was the sample collected | Source | First name of sampler or witnessed by | na |
| Last name of sampler or witnessed by | na | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Valero Benicia | |
| Transportation Laboratory (TL) Number | 728181 | 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: 2021-05-26-24
DIME Test ID: 2021-05-26-24-3
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: 2021-07-29
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 06/14/2021
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 79 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 76 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 78 mm
Resilience 1: 21 %
Resilience 2: 25 %
Resilience 3: 22 %
Average Resilience: 23 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 7/29/2021 ✔