Summary for Test 2023-07-10-50-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 994544 DEA: 023J8204 EFIS: 0222000087 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-R19.0/R25.3 |
| Award Date | 05/11/2023 |
| Closeout Date | 04/11/2024 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA (GAP GRADED). |
| Location Description | SISKIYOU COUNTY IN AND NEAR WEED FROM 0.1 MILE SOUTH OF ROUTE 97 TO 0.1 MILE NORTH OF NORTH EDGEWOOD OVERHEAD |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 07/10/2023 | Sample Unique Key | 50 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/25/2023 | Sample type | Department Acceptance |
| A brief description of the sample | PG 64-16 RHMA | The quantity of what the sample constitutes | 1 of 2 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | (unknown) |
| Last name of sampler or witnessed by | Riahoy | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | JFSHEA | |
| Transportation Laboratory (TL) Number | D79287 | 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 |
Test Details
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DIME Sample ID: 2023-07-10-50
DIME Test ID: 2023-07-10-50-3
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: 2023-08-14
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/11/2023
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 70 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 76 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 72 mm
Resilience 1: 31 %
Resilience 2: 25 %
Resilience 3: 29 %
Average Resilience: 28 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/14/2023 ✔