Summary for Test 2023-10-27-56-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 993906 DEA: 051H0504 EFIS: 0516000018 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-87.4/87.8 |
| Award Date | 08/16/2022 |
| Closeout Date | 03/03/2025 |
| Work Description | WIDEN ROADWAY WITH HMA, CONSTRUCT RETAINING WALL AND CONCRETE BARRIER. |
| Location Description | MONTEREY COUNTY IN SALINAS FROM 0.1 MILE NORTH OF EAST MARKET STREET UNDERCROSSING TO 0.1 MILE SOUTH OF SHERWOOD DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 06/17/2022) |
Sample Information
| Sample Taken Date | 10/27/2023 | Sample Unique Key | 56 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/07/2023 | Sample type | Department Acceptance |
| A brief description of the sample | ARB PG 64-16 | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | A |
| Last name of sampler or witnessed by | Romiza | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | GRANITE CONSTRUCTION | |
| Transportation Laboratory (TL) Number | 332 | 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 | SJR |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number | 23_1696 |
Test Details
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DIME Sample ID: 2023-10-27-56
DIME Test ID: 2023-10-27-56-3
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: 2023-11-14
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 11/13/2023
Temperature: 25 C
Ball Penetration (P1): 4 mm
Final Dial reading (F1): 82 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F2): 82 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 82 mm
Resilience 1: 22 %
Resilience 2: 23 %
Resilience 3: 20 %
Average Resilience: 22 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/14/2023 ✔