Summary for Test 2021-08-19-53-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 215651 DEA: 010K4604 EFIS: 0120000100 |
|---|---|
| DIST-CO-RTE-PM | 01-LAK-20-37.0/41.7 |
| Award Date | 05/25/2021 |
| Closeout Date | 11/22/2021 |
| Work Description | REPLACE ASPHALT CONCRETE SURFACING, COLD PLANE AND PLACE RHMA. |
| Location Description | LAKE COUNTY FROM THE NORTH FORK CACHE CREEK BRIDGE TO 4.78 MILES WEST OF COLUSA COUNTY LINE |
| QA Service Level | 1 (Verified on 04/07/2021) |
Sample Information
| Sample Taken Date | 08/19/2021 | Sample Unique Key | 53 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/02/2021 | Sample type | Department Acceptance |
| A brief description of the sample | rubber | The quantity of what the sample constitutes | 4 cans |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | P |
| Last name of sampler or witnessed by | Dolby | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | all american | |
| Transportation Laboratory (TL) Number | 934718 | 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: 2021-08-19-53
DIME Test ID: 2021-08-19-53-3
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: 2021-09-10
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 09/09/2021
Temperature: 25 C
Ball Penetration (P1): 3 mm
Final Dial reading (F1): 78 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F2): 78 mm
Ball Penetration (P3): 3 mm
Final Dial reading (F3): 78 mm
Resilience 1: 25 %
Resilience 2: 25 %
Resilience 3: 25 %
Average Resilience: 25 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 9/10/2021 ✔