Summary for Test 2024-04-23-41-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 994751 DEA: 010C5004 EFIS: 0112000292 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-36-11.3/34.6 |
| Award Date | 03/02/2023 |
| Closeout Date | Not set |
| Work Description | Project Name: Bridge Rail Replacement - 3 Bridges |
| Location Description | Hely Creek, Little Larabee Creek and Butte Creek Bridge. |
| QA Service Level | 1 (Verified on 04/27/2023) |
Sample Information
| Sample Taken Date | 04/23/2024 | Sample Unique Key | 41 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/25/2024 | Sample type | Department Acceptance |
| A brief description of the sample | 1/2 RHMA PG 64-16 | The quantity of what the sample constitutes | 1 quart can |
| From where was the sample collected | Source | First name of sampler or witnessed by | BEN |
| Last name of sampler or witnessed by | REEVES | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | 2024-04-23-29 | The fabricator/manufacturer/facility name | Mercer Fraser Boyd Road |
| Transportation Laboratory (TL) Number | C827382 | 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: 2024-04-23-41
DIME Test ID: 2024-04-23-41-3
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: 2024-04-30
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 04/30/2024
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 61 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 58 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 60 mm
Resilience 1: 39 %
Resilience 2: 42 %
Resilience 3: 40 %
Average Resilience: 40 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/30/2024 ✔