Summary for Test 2023-05-16-67-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 994844 DEA: 023J7904 EFIS: 0222000084 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-0/R5.7 |
| Award Date | Not set |
| Closeout Date | 04/16/2024 |
| Work Description | Pavement Preservation (State Funded) Many Buckhorns Mill & Fill |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 05/16/2023 | Sample Unique Key | 67 |
|---|---|---|---|
| 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 | 06/07/2023 |
| Sample type | Department Acceptance | A brief description of the sample | PG 64-16 RHMA |
| The quantity of what the sample constitutes | 5 of 5 cans | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | C | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | J.F SHEA | Transportation Laboratory (TL) Number | TL 079231 |
| 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 | J.F SHEA |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2023-05-16-67
DIME Test ID: 2023-05-16-67-3
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: 2023-06-12
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 06/12/2023
Temperature: 25 C
Ball Penetration (P1): 2 mm
Final Dial reading (F1): 65 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 61 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 63 mm
Resilience 1: 37 %
Resilience 2: 40 %
Resilience 3: 39 %
Average Resilience: 39 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/12/2023 ✔