Summary for Test 2024-09-30-49-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 994212 DEA: 010E0104 EFIS: 0113000090 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-36-0.1/1.65 |
| Award Date | 12/07/2022 |
| Closeout Date | 06/16/2025 |
| Work Description | Alton 015 Shoulder Widening |
| Location Description | HUMBOLDT COUNTY NEAR ALTON FROM 0.1 MILE EAST OF ROUTE 36/101 SEPARATION TO 1.7 MILES EAST OF ROUTE 36/101 SEPARATION |
| QA Service Level | 1 (Verified on 09/09/2022) |
Sample Information
| Sample Taken Date | 09/30/2024 | Sample Unique Key | 49 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/03/2024 | Sample type | Production Start-Up |
| A brief description of the sample | Asphalt Rubber Binder | The quantity of what the sample constitutes | 1 can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Thorpe |
| Last name of sampler or witnessed by | Thorpe | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | valero benicia | |
| Transportation Laboratory (TL) Number | 876496 | 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 | 1 |
| Sublot number | 1 | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2024-09-30-49
DIME Test ID: 2024-09-30-49-3
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: 2024-10-08
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/07/2024
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 58 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 56 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 60 mm
Resilience 1: 43 %
Resilience 2: 44 %
Resilience 3: 41 %
Average Resilience: 43 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/8/2024 ✔