Summary for Test 2023-08-01-73-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 215157 DEA: 021H5704 EFIS: 0216000036 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-67.8/77.8 |
| Award Date | 02/09/2023 |
| Closeout Date | Not set |
| Work Description | BURNEY CAPM - PAVEMENT REHABILITATION |
| Location Description | BUNCH GRASS LOOKOUT RD TO NAPA LN |
| QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
| Sample Taken Date | 08/01/2023 | Sample Unique Key | 73 |
|---|---|---|---|
| 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 | 08/18/2023 |
| Sample type | Verification | A brief description of the sample | PG 64-16 |
| The quantity of what the sample constitutes | 2 OF 2 CANS | From where was the sample collected | Source |
| 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 | Albina Asphalt - Klamath FAlls, OR | Transportation Laboratory (TL) Number | 823604 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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: 2023-08-01-73
DIME Test ID: 2023-08-01-73-3
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: 2023-08-29
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/24/2023
Temperature: 25 C
Final Dial reading (F1): 84 mm
Ball Penetration (P1): 6 mm
Final Dial reading (F2): 80 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F3): 84 mm
Ball Penetration (P3): 8 mm
Resilience 1: 22 %
Resilience 2: 25 %
Resilience 3: 24 %
Average Resilience: 24 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/29/2023 ✔