Summary for Test 2023-08-01-65-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 995048 DEA: 061E5604 EFIS: 0622000066 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-198-21.2/22.7 |
| Award Date | 01/05/2023 |
| Closeout Date | 11/16/2023 |
| Work Description | Cold plane existing asphalt pavement and place RHMA. |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/04/2023) |
Sample Information
| Sample Taken Date | 08/01/2023 | Sample Unique Key | 65 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/11/2023 | Sample type | Quality Assurance |
| A brief description of the sample | PG 64-16 | The quantity of what the sample constitutes | 1 of 1 can |
| From where was the sample collected | Source | First name of sampler or witnessed by | A |
| Last name of sampler or witnessed by | Mills | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Coalinga | |
| Transportation Laboratory (TL) Number | C 027222 | 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 | 2 |
| Sublot number | 4 | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2023-08-01-65
DIME Test ID: 2023-08-01-65-3
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: 2023-08-21
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/18/2023
Temperature: 25 C
Ball Penetration (P1): 2 mm
Final Dial reading (F1): 75 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 80 mm
Ball Penetration (P3): 3 mm
Final Dial reading (F3): 80 mm
Resilience 1: 27 %
Resilience 2: 22 %
Resilience 3: 23 %
Average Resilience: 24 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Resilience
Test was verified on 8/21/2023 ✔