Summary for Test 2023-07-13-44-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 994986 DEA: 023J7204 EFIS: 0222000077 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-299-1.7/14.7 |
| Award Date | 02/13/2023 |
| Closeout Date | 10/06/2023 |
| Work Description | Adin to Summit AR Chip |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/06/2023) |
Sample Information
| Sample Taken Date | 07/13/2023 | Sample Unique Key | 44 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/19/2023 | Sample type | Verification |
| A brief description of the sample | Asphalt Rubber Binder | The quantity of what the sample constitutes | 1 gallon can |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Kyle |
| Last name of sampler or witnessed by | Higgens | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | American Payment Systems | |
| Transportation Laboratory (TL) Number | 036731 | 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 58-22 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2023-07-13-44
DIME Test ID: 2023-07-13-44-3
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: 2023-07-28
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 07/27/2023
Temperature: 25 C
Ball Penetration (P1): 4 mm
Final Dial reading (F1): 70 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 70 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 68 mm
Resilience 1: 34 %
Resilience 2: 32 %
Resilience 3: 34 %
Average Resilience: 33 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): JOINTS
Test was verified on 7/28/2023 ✔