Summary for Test 2021-07-06-45-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 212914 DEA: 031E0604 EFIS: 0312000068 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB-70-15.5/16.5 |
| Award Date | 07/31/2019 |
| Closeout Date | Not set |
| Work Description | SIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055. |
| Location Description | NEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019. |
| QA Service Level | 1 (Verified on 08/22/2019) |
Sample Information
| Sample Taken Date | 07/06/2021 | Sample Unique Key | 45 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/26/2021 |
| Sample type | Acceptance | A brief description of the sample | PG64-16 |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Source |
| First name of sampler or witnessed by | Eddie | 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 | Pacific Northwest Oil | Transportation Laboratory (TL) Number | 930967 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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: 2021-07-06-45
DIME Test ID: 2021-07-06-45-3
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: 2021-07-28
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 07/27/2021
Temperature: 25 C
Final Dial reading (F1): 76 mm
Ball Penetration (P1): 3 mm
Final Dial reading (F2): 72 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 75 mm
Ball Penetration (P3): 3 mm
Resilience 1: 27 %
Resilience 2: 28 %
Resilience 3: 28 %
Average Resilience: 28 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 7/28/2021 ✔